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Home My WebLink About7298 Steer Blade Dr• D r r T r s r r a - STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 - STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RMYs 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 Is Q o "6-JORDYN] 0 Of FOR: II � �1�111 12602 TELECOM [DRIVE, TAMPA, FL 33637 DESIGN CRITERIA: -FLORIDA BUBDING CODE. 112MENTIA4 71H EDITION (2020) - AIL IDCAI. AND STATE CODES -OCCUPANCY — RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE — VB -ION. INTERIOR FINISH — CLASS B -BASIC WIND SPEED — Vult=150 MPH Vasd=118 MPH .EXPOSURE — C. -1—STORY RESIDENCE -2—STORY RESIDENCE — MAIL HEIGHT AS PER LOCAL AND STATE CODES CALL. SQ.FT. CALC-'S 18T FLOOR LIVINGS 1,460 GG• FT. 2ND FLOOR LIVING ib53 s• FT. TOTAL LIVING 3,113 15a FT• GsARA&E 103 $a FT. ENTRY (ELEV H) 112 156E FT. COVERED LANAI 140 8d FT. TOTAL 4A*8 8,a FT. Tel: (813) 740-9720 Fax= (813) 740-9715 ABBREVIATIONS ABV ABOVE LAV. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS ADJ. ADJUSTABLE MC MEDICINE CABINET ALT. ALTERNATE MFR MANUFACTURER AMP, AMPERAGE MIN. rI"IMUM BD BOARD M.T. METAL THRESHOLD CL CENTERLINE MTU MOUNTED CAB- CABINET MTL. METAL CLG. CEILING N.T.S. NOTTO SCALE CLR CLEAR O.C. ON CENTER CONC. CONCRETE PL PROPERTY LINE CPT. CARPET P.B. PUSH BUTTON C.T. CERAMIC THE PH, PHONE D. DRYER P}.T. PLATE DBL. DOUBLE PLYWD. PLYWOOD D G. DUAL GLAZED PR, PAIR DIA. DIAMETER P.T. PRESSURE TREATED DIM. DIMENSION R. RISER DISP. DISPOSAL RAD RADIUS DR DEEP RA.G. RETURNAIRGRILL DR. DOOR REF. REFRIGERATOR D.S. DOWNSPOUT RM. ROOM DTI. DETAIL R.O. ROUGH OPENING D.W. DISHWASHER S.C. SOLINCOREEXTDR EA. EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLE HUNG EQ EQUAL SELL SHEET EXH EXHAUST SHHIG. SHEATHING EXT. EXTERIOR S}IWR SHOWER PG/FX. FIXED GLASS SIM SIMILAR F.G. FUEL OAS SL, SLIDING FIN. FINISH SL OL. SLIDING GLASS IT FLOOR STD. STANDARD FLUOR. FLUORESCENT sws SITAR WALL. FR DR FRENCH DOOR SECTION FIG. FOOTING TEMP. TEMPERED GLASS GA. GAUGE TIER. THICK GAR DISP. GARBAGE DISPOSAL T.00. TOP OF CURB G.F.I. GROUND-FAUI:J CIRCUIT T.OR TOP OF PLATE INTERRUPTER T.OS, TOP OF SLAA GL. GLASS EYE, TYPICAL GYP. BD GYPSUM BOARD U N.O. UNLESS NOTEU HB HOSE BB OTHERWISE H C. HOLLOW CORE V.P. VAPOR PROOF HDR. HEADER W. WASHER HOT. OR HE }EIGHT Wi WITH INSUL. INSULATION WD. WOOD INT. INTERIOR WDW. WINDOW WM WATER HEATER W.I. WROUGHT IRON REVISIONS DESCRIPTION UPDATED PLANS TO INCLUDE I —JOISTS ADDED STONE CAP TO ELEVATIONS ADDED COMPONENT AND CLADDING TO SKEET Al UPDATED LED LIGHTS PER D.R. HORTON ADDED SIMPSON CONNECTORS LLO. USP ADDED SEPARATE EUWTRICAL DETAILS PER D.R. HORTON MADE REDLINE CHANGES FROM ENG. FOR 2020 CODE CHANGE NAMNG ON ENGINEER APPROVAL FOR DETAIL, UPDATES REPATHED XREFS FOR THE 2020 FRC ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DATE MAY 202 CITY OF ZEPHYRHILL PLAN EXAMINER INDEX OF DRAWINGS ARCHITECTURAL SHEET # DESCRIPTION R PG PG G G G G PG PG STRUCTURAL SHEET ## PG S1—FOUNDATION PLAN PG S1.IA—DETAILS PG SLAB —DETAILS PG SI.2—FIRST FLOOR DOWEL PLAN PG SI.2A—DETAILS PG S2—FIRST FLOOR LIFT BEAM PLAN PG S21A—DETAILS PG S3—FIRST FLOOR FRAMING PLAN PG S3.IA—DETAILS PG S4—SECOND FLOOR DECK PLAN PG S4.2—SECOND FLOOR DOWEL PLAN PG S5—SSCO�I FL00 I1IFT B PI PG S6—S COttvy FLOG x00F INC PG SNl—DETAI PG —SOFFIT ETAILS DESCRIPTION 6 Groin 41 N. RONALD REAGAN BLI LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigagroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134MG-2628 FAX: 813886s2802 SUDDIV. dR LOTS SILVERADO LOT# 5 BLK 15 PItOJECT,IT 03719.001- 05151 MODEL: JORDYN GARAGE ST/i1HTG: RIGHT PAGE: COVER S ET 150 fPaj E r 03/02/21 mw E: AS NOTED T C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR TFH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SRE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES, THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION, 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/: THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE, CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. B. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHFFECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS, 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTTTLITE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 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 ROOF/WALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SO. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX -A- (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM'/.' PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS 'L. FLASHING - HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112' GYPSUM BOARD. R302.7. EXTERIOR CO NGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT IT O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE:12/10/20 (RM) A S C N I T 1 C T S 0'06 GrouPOL�. "I N. RONALD REAGAN BLY LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA A: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. (5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813SW2628 FAX: 81349;6-2802 111111111111 SVHDIV. Nle LOOT: SILVERADO LOT# 5 BLK# 15 PROJECT* 03719.001- 05151 moDEr_ JORDYN GARAGE SIFMG: RIGHT PAGE: GENERAL NOTES I50 PH AV. C 82 DATE 03/02/21 SCALE: AS NOTED SHEET GN MASONRY/FRAME WALL LEGEND W-4' BLOCK WALL UNO ON PLANS El W.T. VARIES 8' BLOCK WALL UNO ON PLANS IT-4' BAG. INTERIOR LOAD BRG. WALL UNO. ON PLANS 4* INTERIOR NON LOAD SWIG. WALL UNO. ON PLANS SQ.FT. CALL IST FLOOR LIVING 1,460 Sa FT. 2NO FLOOR LIVING Il °S. FT. TOTAL LIVING 3,113 Sa FT. GARAGE 103 SQ FT. ENTRY (ELEV H) 112 Sa FT. COVERED LANAI 140 SQ. FT. TOTAL 4Al68 Sa FT. SHIM AND SECURE MOUNTER TOP RADIUS CORNERS, SEE vARIEB MATERIAL TO PLAN CABINETS. BRACKET "TALLER SHALL BLOCKING P INSTALL FLAT ELECTRICAL BOX MBAR REINFORCING AT ENDS OF PARTITION ARIE KJTT4 Q4 BRACKETS AS WALL BASE BE -' 3NECESSARY. 2'Xb'X35-1/4' ET Il a LOW WALL = 2'X6' STUDS • l O.G. DRYWALL ATYP. CABINET SECTION SCALE: NTS C01FOIENTAID CLX=WD LOADS BASIC 11D EIFOIUE FOR 311WD G8R8 01191111111111 80UME SON: lOW1SI Ill Mill A1DTO'E FOOTAGE MIN. WINDOW 10 5 325/-43B CRITERIA EXTERIOR SWING 24 5 30.6/-39D DR MIN, CRITERIA SGD. MIN. 12 5 263/-351 CRITERIA 16010 OHO. 112 5 2'IA/-333 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 24'-0 PRESSURES HAVE BEEN MODIFIED PER F13CR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL HIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COIIROLOATBOM NOTE: -2-8 LOW. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN 112'(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN 11yy15.3mm) TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALL$, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2020 (1TH El 302.1 4T-0' `? -------------- ? I I I I 3'-10' 3'-10' 14'-2 2'-8' 9 COVERED 2 Ul 9' 4 CLG• I r 1 f i z-) `0 — I I I I I \I I pll I I I—' I I I \_� L`J LJ (2)25-614 9080 SGO 25-OW 25-614 25-SHSS I FIB i I it 8 6' 26 II' S9 in A GREAT BDRM#2 ROOM m o T-4' Cl.rs m — 1�C 9-4 Q.G. I �% I O� �` I i �• 7 1in 9'am i J 2'-8' 1 I X i 4'-8' b' i W-8' W-6' 5'-3' 3'-10' 1, -1. 31- a ' BATH #2 0 AT STAIR DA: GII FLAT 9 9'-4'CI.lx A 'OP7r REF. FLAT HDR • i 11R • 1 �' 42• HIGH i 1ST • 10' W/ I/2 WALL "� I HDR • AV I I 8'-0' ® O g,-0• i I' NOSINCs W/ CAP WC 2XI2 m �—-- FLAT HDR r 0 = 0I I I ,�, M LANDING 5'-l' IR_ISH l o PANTRY J I I e? STOR 11 s T-4'GL.G. m al ti� I I 81 I 0 I Az Ll Q 11 st 5-sH 2X4 LBW S 0 2x6 LBW () FLAT • 0 HDR • I 13'-4' 6'-0' 10'-4' 5'-1. ROOM II FOYER 9'-4' GLG. O X ATTIC L j II � e _AQZ,&L GIIT I$I - I I � • lal ? " GARAGE --- T-4 G.G. (2) 26-SH I I 0 e e Or - I I ENTRY LINTE I I I W-4' AFF. in -------------- ------ 9 a0 a 8'-m' X T-0' O.H. a v HB FIRST FLOOR PLAN SCALE: 1/4'.I'-0' MAR AItCN IT E C T S Groin 441 N. RONALD REAGAN ll LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 Www.abdesigmgroul m AA A: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMOHT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 8134386-2802 0111111111: stmDrv. de LAT SILVERADO LOT# 5 BLK# 15 PROJECT► 03719.001-05151 MODEL JORDYN GARAGE 371RNG: RIGHT PAGE: FIRST FLOOR PLAN 150A FpW. C 202 D �' 03/02/21 SCALE: AS NOTED 311EET Al 3/4' TAG SUN FLOOR GLUED 4 SCREWED PER FASTENER I®•-8 3/4. SCHEDULE 2ND FIN. FLR ,L V-4' BAG. HST. i FLOORING SYSTEM (SEE FIRST FLOOR FRAMING PLAN) 2X MEADE OVER DOC 2-8 DOOR AT r 8T UNDER UE UNDER STAIRS NOTE, STAIRS RGERB TO CONFORM TO FBGR STH EDITION 20RT MIN TREAD.10' MAX RSER.T 3/4' 3A6' MAX VARIATION IN RISERBrtREADS ADJACENT TO EACH OTHER 3/8' MAX VARIATION IN ANY RSER/fmAD HANDRAIL CIRCULAR CROSS SECTION DI.4 TO BE 1 3/4' •-114. OR PROVIDE ECAWALENT GRABPABILITY WINDERS- MIN 6' WIDE . HARR= END MIN U' WIDTH . R' FROM NARRI7W END 34' MIN HANDRAIL 143T. 0'-0' FIN. FLR 1 STAIR SECTION SCALE: IR' • I'-0' ) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' SUB FLOOR MATERIAL RIPS FOR SOLID NAILING SECURE TREADS TO STRINGER WIT3) b 3' SCREWS . EA STRINGER UNTHREADED SHANK TO EXIBJD BEYOND TWK20-FW OF SUB -FLOOR SHEATHING A \ \ 3/4' KICK \ PLATE I' MAX. \ 10, NOSING 42' H. 1/2 \ MIN. WALL CAP _ r \ STAIR DATA: - \ w U 15 S T O R. TREADS 6 0'. P NOSING \ z z 3-2.12 GYP STRINGER L Q REINFORCED SFF \ W WY2X4 SUM-R COR ADHESIVE \ u 2ST� . S TEgpO HT PL-400 OR SIMILARE . \ QQ m EA HORIZONTAL RUN O( \ doh 2X6 HEADER \ O ZQ UNDER STAIR \ = m \ 2 X 4 RE-RFOW-ING \ . EA 2 X 12 STRINGER LANDING SECURE UYOd 6'-W OL, 2X4 ATTACHED WV WSd MA,80NRT NAIL$ . 2X4 P.T. SLEEPER INTO SLAB WITHIN 8' OF EACH END, 32' O.C. MAX THE CLEAR SPACE BETWEEN 1 1/2' THE HANDRAIL AND THE WALL MIN. SHALL BE NO LESS THAN 1 VI' WWDRAL ♦ 36' AS FER FBLR R310A2 WV 3X41E4 WORCNS NOTE, HANDRAIL ENDS SMALL BE RETUNED TO THE WALL OR TERMINATE INTO A NEWEL FY7&T. NOTE, L HANDRAIL& SHALL HAVE EITHER A CIRCULAR CROW SECTION WITH A DIAMETER OF J'H 2' OR A HONCIRGULAR CROW SECTION WITH A PERIMETER DIMENSION Q AT LEAST 4' BUT NOT MORE THAN 6 I/W AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL NAVE A MINIMNM RADIUS OF [IV. 2. THIS RAILING SYSTEM 16 DEBW'INEO TO RESIST A LOAD OF 50 FLF FOR A CONCENTRATED LOAD OF 2M POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH MARRER6 AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXNIL" STRESSES- PER SECTION 1601AJ / FI&L. 2020 HANDRAIL SECTION A SCALE: NTS NOTE: -2-8 LOW. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE ECIIIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICIDJESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN V2'(12.1mm) GY 'SUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN TYPE X GYPSUM BOARD OR ECRUIVALENT. -UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL NAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYP&J M BOARDS. FBCR 2020 (NTH ED.) 302 MASONRY/FRAME WALL LEGEND 9'-4® L UNA ON PLANS BEG. NOT. VARIES 8' BLOCK WALL UNA ON PLANS 19'-4' BFI's. INTEFJOR LOAD BRG. WALL U.N.O. ON PLANS 44' INTERIOR — LOAD BAG. WALL UNA. ON PLANS I I 1 I I I I � I 1 Mo��M — '0�� !:!:....... i!i!i!I° Ol!:!:!:!i!i!:!:!:!:! i°I!:!W . !: l40 6: ♦9 INi� v*i 'i �� i ©_ I ii ♦4 e•. � I � i ♦� F 1 _ ♦i I I � � ,� �!�►, O " 0 ��Ii��ii��i�lfilllil � i. >i i♦i SECOND FLOOR PLAN SCALE: 1/4' • 1'-0' A E C N I T E C T E 6 Group ia. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774 6078 FAX: 407-774 4078 www.abdea*Woup.com AA 8: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813 MW-1628 FAX: 813186-2802 SUHDEV. do I.OT: SILVERADO LOT# 5 BLK# 15 PROJECT# 03719.001-05151 MODElz JORDYN GARAGE 571fIIdCi: RIGHT PAGE: SECOND FLOOR PLAN (150 XH RV. C 202 A NO DWI 'E 03/02/21 SCAT -A=- M NOTED SHEET A2 AREA OF ATTIC = 2492 SQ. FT. NET FREE VENTILATION AREA REQUI RED = 1/300 REQUIRED VENTI LATION AREA = 2492/300 = 8.31 VENTILATION AREA X SQ. INCHES PER FT.(144) = 11%.16 SO, IN. MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC = .5 X 1196.16 - 598.08 SO, IN. OFF RIDGE VENTILATION AREA = 115 SO, IN. PER VENT 598.08 /115 TOTAL ITOF VENTS REQUIRED = 5.2007 TOTAL # OF VENTS PROVIDED - 6 IN PER SOFFITVENTILATION AREA = 11.736 UN NEAI FOOT = SMOS /11.736 LINEAL FT OF SOFFIT VENTING REQUIRED = 509611 LINEALFTOF ,TOTAL 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) HURICANE STRAP. SEE FRAMING PLAN 9 -4' BRCS. HT. �— - — - i0 8'-8' T.O.C. _ 8' x 8' PRE -CAST LINTEL v cp ' 0'-0' FM. FL�R,L WINDOW —\ 1. •I' •I 1/2 • m DETAIL B SCALE: V- 1'-0' PRE-ENG — ROOF TRUSSES 4�� DETAIL A SCALE: 1'. I'-0' BOX OUT BEAM W/ 1/8' STUCCO FINISH 4 PAPER BACK WIRE LATH ON APPROVED HOUSE WRAP OVER 1/I6' 085 8 4EATWNG b' WIDE STUCCO BAND - TYP. 12' 50. CM COLUMN W/ 1/8' STUCCO FINISH W WIDE STUCCO BAND - TYP. ;ONCRETE SLAB AT PORCH SEE FOUNDATION FOR FTG. SIZE D CETAIL SCALE: I'.I,_0• 114 5' WIDE RAISED STUCCO BAND •1' PROJECTION (TYP.) 5' WIDE RAISED STUCCO BAND .I' PROJECTION (TYP.) 12' SO. CMU BLOCK — COLUMN (T.O.0 • 8'-8') (TYP-) •1 1/2' GARAGE DOOR TYP. •I' � I' I, 5' •I' DETAIL D SCALE: 1'- I'-0' K)gh�—tl- SHINGLE ROOF STONE VENEER FRONT ELEVATION-H OFF RIDGE VENT OFF RIDGE VENT OFF TEXTURED TEXTURED FINISH FINISH r- --- ----------------------- ---------------------- �----- FlIF-11 TEXTURED 1IF-11 FINISH LJLJ c0 0 L-11 L-1 El ------ ------ REAR ELEVATION-H �It'-4' -0' �— 5' WIDE RAISED STUCCO BAND -P PROJECTION (TYP-) _ 10'-8 3/4' i� ND FLR. HT. ►S'-4. -0' /— 5' WIDE RAISED STUCCO BAND •1 PROJECTION (TYP.) 15 _—_ A19,-4• V BRG. IT. - — - — - — — - — - 0D T. TEXTURED FINISH ------}-----00i-�1AR � FIN. FLR A R C N I T E C T t 6 Groin 1441 N. RONALD REAGAJBLVD. LONGWOOD, FL 327PH: 407-77"078 FAX: 407-774-407www.abdesigngroup. AA #: 0003325 III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 :.:813886-2802 �v000000». SUBDM & L074 SILVERADO LOT# 5 BLK# 15 PROJECT* 03719.001-05151 MODEL' JORDYN GARAGE BTIIMG: RIGHT PAGE: FRONT & REAR ELEV. H 150 APH EXP. C 125 OFF RIDGE VENT 12 5 OFF RIDGE VENT BRG. H�-------'---- T--'— I_0• TEXTURED FINISH 5-1 12 10'•8 3/4' �4 IZ 9'-4' BRG--—2ND FLIP, HT. -----------------------'--------------- — - — - I'-0. �i m• ii"I-0• TEXTURED TEXTURED FINISH FINISH m 9 m'a a � FIN. FLR 2 4 STONE ER LEFT ELEVATION-H(TExTuiiv=p FINISH) � 5t TEXTURED FINISH v TEXTURED FINISH 12 ROOF: VENT ----------------- FOAM TEXTURED CAP FINISH TEXTURED FINISH BRG, IT. I0'-8 3/4• - 7ND FLR T. 4 _4. ----- B -------j 0�N�OLR SVENEER RIGHT ELEVATION-H A R C N I T E C T i 6 DO n - PH: 407-774-6078 FAX, 407-774-4078 www.abdesigngroup.com AA 8: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPX FLORIDA 33634 PH: 813886-2628 Ilk FAX: 818886-2802 anmmio IP BUDDIEV. Q4 LOSILVERADO LOT# 5 BLK 15 ROJZCT# 03719.001- 05151 MODELS JORDYN GARAGE 81IINCi: RIGHT PAGE: LEFT & RIGHT FzMV. H 15 MP E C 8 20Z41 /I PRINT 03/02/21 DATE• 8CAL.E: AS NOTED SHEET A4 H ELECTRICAL LEGEND SYM. DESCRIPTION d} TANDARD SWITCH -44 -WAY SWITCH 4 -WAY SWITCH I I I I PRFOR CUED CLG FAN }`� I / I uIP ��-- --�� GFI i — — — — — — — — I i JUNCTION BOX UNDER GREAT / \ ELEC. FOR WOOD/MICRO ASVI FOR DWI : 9 I COUNTER / `- — — ROOM . ( . LED LIGHTING 1 PIE -WIC '\ Cap SINGLE LAVA \ , y GFOR LG FAN BATH I o I l OPT. i i I I DINING 1 LJ 1\ FIXTURE! — — — — — REF i CFI\ \I � I i iimi PRE-WI FOR GLG F / P7U41 -- CFI• ` 44'AFF. II \ FOYER I RE II / II (� AN II � II / I T FLEX ROOM 6 �-- IWP :@ P.B. FOR GFI 0., CHIMES---_�L ENTRY I / \ i i �Dli IUD+) BDRM �2SO I � I � , PRE -WIRE O / FOR I GLG FAN T I BATH CHIMES CFI• \ CFI• 44'AFF. \\ 44•AFF. II I I ATTIC ACCESS W/ 1 I I `SWITCH t LIGHT 1 CFI• 44'AFF. I I I GFI GLG. GARAGE / � OUTLET \ --' GFI GLG.,{}, I I I OUTLET I / vat / Wa / OUTLET FOR > IRRIGATION Vi TIMER PRE -WIRE \ FOR COACH \ LIGHT \ PRE-WIRl — — — — — — — — — — — — — — — — PRE -WIRE FOR COACH FOR COACH LIGHT LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4'.1'-0' MAR A R C N IT E C T>I Groin 441 N. RONALD RFAGAN BL1 LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-7744078 www.andesioup.com AA #: 0003325 Al DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONi CENTER BLVD. SUITE 1004 TAMP0. FLORIDA 33634 PH: 81348862628 FAR: 813866-2802 PRE-WI FOR GLG F / P7U41 -- CFI• ` 44'AFF. II \ FOYER I RE II / II (� AN II � II / I T FLEX ROOM 6 �-- IWP :@ P.B. FOR GFI 0., CHIMES---_�L ENTRY I / \ i i �Dli IUD+) BDRM �2SO I � I � , PRE -WIRE O / FOR I GLG FAN T I BATH CHIMES CFI• \ CFI• 44'AFF. \\ 44•AFF. II I I ATTIC ACCESS W/ 1 I I `SWITCH t LIGHT 1 CFI• 44'AFF. I I I GFI GLG. GARAGE / � OUTLET \ --' GFI GLG.,{}, I I I OUTLET I / vat / Wa / OUTLET FOR > IRRIGATION Vi TIMER PRE -WIRE \ FOR COACH \ LIGHT \ PRE-WIRl — — — — — — — — — — — — — — — — PRE -WIRE FOR COACH FOR COACH LIGHT LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4'.1'-0' MAR A R C N IT E C T>I Groin 441 N. RONALD RFAGAN BL1 LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-7744078 www.andesioup.com AA #: 0003325 Al DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONi CENTER BLVD. SUITE 1004 TAMP0. FLORIDA 33634 PH: 81348862628 FAR: 813866-2802 FLEX ROOM 6 �-- IWP :@ P.B. FOR GFI 0., CHIMES---_�L ENTRY I / \ i i �Dli IUD+) BDRM �2SO I � I � , PRE -WIRE O / FOR I GLG FAN T I BATH CHIMES CFI• \ CFI• 44'AFF. \\ 44•AFF. II I I ATTIC ACCESS W/ 1 I I `SWITCH t LIGHT 1 CFI• 44'AFF. I I I GFI GLG. GARAGE / � OUTLET \ --' GFI GLG.,{}, I I I OUTLET I / vat / Wa / OUTLET FOR > IRRIGATION Vi TIMER PRE -WIRE \ FOR COACH \ LIGHT \ PRE-WIRl — — — — — — — — — — — — — — — — PRE -WIRE FOR COACH FOR COACH LIGHT LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4'.1'-0' MAR A R C N IT E C T>I Groin 441 N. RONALD RFAGAN BL1 LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-7744078 www.andesioup.com AA #: 0003325 Al DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONi CENTER BLVD. SUITE 1004 TAMP0. FLORIDA 33634 PH: 81348862628 FAR: 813866-2802 I / vat / Wa / OUTLET FOR > IRRIGATION Vi TIMER PRE -WIRE \ FOR COACH \ LIGHT \ PRE-WIRl — — — — — — — — — — — — — — — — PRE -WIRE FOR COACH FOR COACH LIGHT LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4'.1'-0' MAR A R C N IT E C T>I Groin 441 N. RONALD RFAGAN BL1 LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-7744078 www.andesioup.com AA #: 0003325 Al DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONi CENTER BLVD. SUITE 1004 TAMP0. FLORIDA 33634 PH: 81348862628 FAR: 813866-2802 �INlhl�� sysarv. ae L.oT: SILVERADO LOT# 5 BLK 15 P120JECT/F 03719.001— 05151 1[ODEIe JORDYN GAIR:wGE arvnva: RIGHT PAGE: 1ST FLOOR ELECTRICAL PLAN 150 E C 200 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR TTH EDITION (2020). LOCAL CODES, AND ALL LOCAL POWER COMPANY REG AREMENTS. 8. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. PROVIDE 3 2/0 CU, 1 % CU GND 2" CONDUIT OR PROVIDE 3 4/0 AL, 1 -4 AL GND IN 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) COMBINATION 200 AMP OSERVICE 120/240 VOLT M DISCONNECT IPHASE SWITCH AND MLO ELECTRIC PANEL METER IN NEMA 3R ENCLOSURE 2 A/2 MGB TELEPHONE GABLE SERVICE TELEVISION ENTRANCE SERVICE POWER COMPANY EQUIPMENT ENTRANCE TRANSFORMER EQUIPMENT INTERSYSTEM BONDING TERMINAL AT GRADE LOW VOLTAGE CONNECTIONS PROVIDE 200 AMP, 120/240 VOLT, I PHASE 104 CU SERVICE GROUND SECONDARY ELECTRICAL SERVICE. PROVIDE 3 CONNECTED TO CONCRETE '2/0 COPPER (CU) IN 2" DIA SCHEDULE 80 PVC ENCASED FOOTER STEEL PER CONDUIT OR PROVIDE 3 04/0 ALUMINUM (AL) IN ELECTRICAL PROVISIONS OF 2" DIA SCHEDULE SO PVC CONDUIT UNLESS FBCR ITH EDITION (2020) SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC 5/8" DIA X B FT LOW.COPPER IOR RIOR TO BID. PR CLAD GROUND ROD LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP NEC CODE #D2 HOUSE PLAN: 3066 3066 IMODEL SQ. FT. GENERAL LIGHTING X 3 VA. PER SQ. FT. 9198 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3,000 1 LAUNDRY CIRCUIT AT 1,500 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12,000 1 WATER HEATER 4,500 1 DISHWASHER 1,200 1 CLOTHES DRYER 5,000 1 DISPOSAL 500 1 MICROWAVE 1,500 1 REF. 1,200 SUBTOTAL OF GENERAL LOAD 39598 FIRST 10 KVA OF GENERAL LOAD AT 100% 10,000 REMAINDER OF GENERAL LOAD AT 29598 VA.X 0.4 11839.2 TOTAL NET GENERAL LOAD 21,839 4TON HEAT PUMP #128 AMP X 240 VA 6720 10 KW ELECTRIC HEAT AT 65% 6500 NET GENERAL LOAD NET TOTAL HEAT TOTAL LOAD 21,83 1322 35,059 FUTURE GROWTH 10 % 3505.92 CALCULATED LOAD FOR SERVICE 38,565VA/ 240 V= 200 AMP SERVICE REQUIRED 160AMP NOTE: ALL BREAKERS SERVING HABITABLE RECEPTACLES SHALL BE ARC-FAULTTYPE PER NEC 210-12 REQUIREMENTS. NEUTRAL CALCULATION: LIGHTING, APPLIANCE, LAUNDRY LOADS: 3000 VA @ 100%, REMAINDER @ 35% NETLOAD RANGE: 12,000@ 7056 DRYER: 5,000@ 701A TOTAL NEUTRAL AMPACITY: 18,489/240 = 78 A #2 AL MINIMUM NEUTRAL CONDUCTOR. 14,283 VA 6,949 VA 8,400 VA 3,500 VA 18,849 VA MAR 0 A R C H IT E C T S Group 41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 w .abdmign9mup.com AA S: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 8134886-2802 anmmio BVHDIV. ae LOT SILVERADO LOT# 5 BLK# 15 PROJECT#T 03719.001-05151 MODEL• JORDYN GARAGE 8111INTG: RIGHT PAGE: ELECTRICAL RISER, CALCULATIONS 150 MPH EXP. C ELECTRICAL LEGEND SYM. DESCRIPTION d! TANDARD SWITCH -WAY SWITCH -WAY SWITCH .� IMMER &INTGH HE BUTTON NECT TSTAT �RECEPTACLE (125VR0-AMP POLE) tTERA-TER/rAMPIER PLEX RECEPTACLE PLEX RECEPTACLE (EQUIPPED OUND FAULT RESISTANT TYPE) IOV DUPLEX OUTLET (HALF OF OUTLET IRED TO SWITCH) #RECEPTACLE JOR WATERPROOFA FI (GROUND FAULT TERUPTER) I&V QUADPLEX RECEPTACLE ® 10V DUPLEX RECEPTACLE (FLOOR 20V RECEPTACLE (4 WIRE CTOR) -0 EDICATED RECEPTACLE U-Q L MOUNTED LIGHT FILING MOUNTED LIGHT ANT LIGHT OOD LIGHT L SCONCE PRE -WIRE FAN WITH LIGHT (I OPM PER SQ. FT-) BULB LIGHT FIXTURE BULB LIGHT FIXTURE BULB LIGHT FIXTURE ' TRACK LIGHTING TTIC LIGHT WITH PULL CHAIN JNDER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) m 'x4' FLUORESCENT LIGHT (SURFACE T) FLUORESCENT LIGHT (RECESSED) SS LIGHT SS LIGHT (VAPOR PROOF) HE G MOUNTED LIGHT WITH J-BOX PT. FAN TRICAL PANEL (FIELD VERIFY TION) CTRICAL METER I ) X (WALL MOUNTED) X (CEILING MOUNTED) EILING MOUNTED FAN 0 FAN 0 CR I PER SQ. FT.) JACK I-QE DETECTOR (WALL MOUNTED) O DETECTOR CCEILING MOUNTED) ® / RBON RID DETECTOR G 1 ING MOUNTED) me ® D OUTLET R GARAGE TV JACK -E PORT • LOCATION OF TV JACKS A PHONE OUTLETS 4 FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 t 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL PRCVI510NS OF FBCR 1th EDITION (2020) ! NEC 210.12 2011 EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI a 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 M0013 F�;R lfh EDITION C2020). • 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 (20202 • ALL WORK TO COMPLY WITH ELECTRICAL PROVM ISIONS OF THE FBCR TTH ED (2020). • ALL LAPS SHALL BE SELECTED BY BUILDER AND 15% OF LICsFITING MUST B£ ENERGY EFFICIENT TYPE PER FBL. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2020(RESIDENTIAL EFFICIENCY) 1� FLR BELOW r----------------- I I I I I I I I I I I I I I I I t I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I FLR BELOW SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4'-1'-0' LED LIGHTING C DOUBLE LAV. BATH 03 LED LIGHTING C DOUBLE LAV. BATH fl MAR A R C N I T R C T i Groin t41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 W ww.abdesigngroup.com AA S: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813E86-2628 FAX: 813-886-2802 annnmo stmDrv. ac LOT SILVERADO LOT# 5 BLK# 15 PROJECT• 03719.001— 05151 MODEL JORDYN GARAGE S1RNG: RIGHT PAGE: SECOND FLOOR ELECTRICAL PLANXP 150 MPH E. C FIRST FLOOR -GALE: 1/4 • I'-0' eLAAN 1I in-2( WC LAV1, KITCHEN SING W/ AUTO VENT FLR BELOW r----------------- I I I I I I I I I I I I I I I I I I I I 1 1/2' wC /I V2 I 2vrR� i 2• SHOWER i V2•--ti ITUB IL.AvI VTR LAV I 2' 2. I 3' I NOTE: ALL PVC PLUMBED TRAPS ARE TO BE •P' TYPE. 'S' TYPE AIRE PROHIBITED. PLUMBING RISER SCALE: NTS TO I I I I I FLR BELOW SECOND FLOOR SCALE: 1/4 . I'-0' "A A R C N I T E C T R 6 Groin 1441 N. RONAID REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesi oup.wm AA B: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813.888-2802 �°oomo. StMDIV. a. LOT SILVERADO LOT# 5 BLK# 15 PROJECT# 03719.001-05151 MODEL:• JORDYN GARAGE SwcxG: RIGHT PAGE: PLUMBING PLAN 150 MPH FR. C 0 812121A SCALE: AS NOTED SHEET 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 O= 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 01 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, $HALL 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 603J 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. RECOM'1ENDATIONS AND FBC 1T14 EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF 500STER.FAN OR EQUAL. FANTEC 4 DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. SCORIATED NICKEL BRONZE FL. PL. 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 ® PASS-TI4RU AIR GRILL FIN. FLOOR OR WALL BRASS PLUG SECURE STRAP TO CONC. CONDENSER OR EXTENSION TO W/ (2)-3/Ifa'X2' TAPGONS UNIT SIMPSON WB ROLL STRAP R WASTE AS OR EQUAL ED 240-K JOSAM 96OW INSIDE7LSER NICKEL BRASS TOP SECURE STRAP TO UNIT W/ (2) CAULKPTI/SPEC 4' CONCRETE SLAB '8XI 1/4' SHT. MTL. SCREWS CONDENSER UNIT N CONNECTION TO PAD NOE HMAIN EAD�DFROMDRAIN 3/4' DIA FLOOR SLAB CLEAN -OUT (TYP• N NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC COUNTERSUNK CA. PLUG SEE SPEC. a.ouru O O EXTERIOR WALL — I'-S'XS' CONG PLENUM T y AIR RETURN FIN. GRADE SUCTION AND LIQUID OR PAVING AIR SUPPLY y REFRIGERANT LINES FITTING OR y EXTENSION TO SOIL AIR HANDLER --OR EXTERIOR WALL WASTE AS REQUIRED Ll y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB REFRIGERANT LINES TO SAT �tVMECAIANICAL TRAP DRAIN LINEMIT TRAP DRAIN LINE AND TERMINATE M_AN FIRST FLOOR INANAPROVEDDRAIN, ABPER FBCR 1TEDITION (2020) EXT. GROUND CLEAN -OUT TYPN) MECHANICAL PLAN BLDG. CODE O HVAC SECTION 3012A DRAINS SCALE, I/4'•I'-0' k R C N I T E C T 3 6 Groin 1441 N. HUNALU NtAUAN tlLW. LONGWOOD, FL32750 PH: 407-77"078 FAX: 407-7744078 Www.abdeaigigoup.c AA N: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813�8864802 SLMDIV. de LOT: SILVERADO LOT# 5 BLK 15 PROJECT* 03719.001-05151 MODEL' JORDYN GARAGE STUNG: RIGHT PAGE: FIRST FLOOR MECHANICAL PLAN 150 PH FA C 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 614ALL 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 101 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 CHIMMEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOVERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, &HALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS &HALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. I. DRYER BOOSTER TO BE A PANTEC 4 DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL SIDE -WALL OR 1 WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK BROKEN LINE- RETURN TRUNK. 1 BALANCING DAMPER OR OBD CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR 8 THERMOSTAT m PASS-THRI AIR GRILL FLR BELOW -----------------� I 1 I I I I I i I I I I t I I I I I I I I I I I I I I I I t FLR BELOW SECOND FLOOR MECHANICAL PLAN SCALE: I/4'.I'-0' A R C N I T E C T I 6 Groin 1441 N. RONALD REAUAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W w W.abdesigngrou pxom AA 0: 0003325 J IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 6439 BEAUMONT CENTER] ENTER BLVD. SUITE 1004 TAMPA, FLOMDA 33634 PH: 813886-2628 FAX: 813S862802 �IIIIIIINI �IIIIIIIIIE SSUDDIV. de MP SILVERADO LOT# 5 BLK# 15 PROJECT* 03719.001-05151 MODET- JORDYN GARAGE ISTIMCk RIGHT PAGE: SECOND FLOOR MECHANICAL PLAN 150 . C ob nwTEi 03/02/21 SCALE: AS NOTED S ET M2 2X4 TOP PLATE A R C N I T E C T 2 PLAN PRE-FAB TRU88 COWWt DEAD ut• fltac i COAi s• CMY OEE IR' CLG. BOARD D7R1G1RCO' Fat D4t4CTLY t0 „ba tY 2x.P..tD Desi n NOTE: STUDS IN ATTACWW TO FLL C�A,s� Grou PARTITIONS SUPPORTING pea 1R• DRYWALL WALL HUNG PLUMBING FIXTURES AND WALLw• BACKM 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 CABINETS SHALL BE NOT �r� PH:407-774t>078 LESS THAN 2X4, WHERE �P x++KFawo�tuc ��s Doaw rwas� FAX 407-774407E SECURE BT. 2X4 WOOD SPACED NOT MORE w•at'.t�eo. TRnCK eRnaa<M TACKS TC AAA R: 0003 25.com PLATE To SLAB 9=8 024' THAN 16' O.C. OR NOT woo twat umoD aae rFat W/ 10d MASONRY O�• LESS THAN 2xro, U)HERE AEQ ~WAL T"M r er OA%MD NAIL • 32' O.G. SPACED NOT MORE by PA6�To VE DRAFTING BY: MAXDESIGN THAN 24' O C. " A B. PROW=PIWVAL DRAFTINGMON SLAB FWQ 5439 BEAUMOM CENTER BLVD. CENTER TER B SUITE 1004 FIN. FLR TAMPA, FLORIDA 33634 �� GARAGE DOOR JAMBS PH:s13-886262B �1GAS LINE THRU BLOCK Fax: sl3sss 2so2 D1 SCALE: 11/2'=I'-0' 1i1 (i TYP. INT. WALL ( NON— BRG. ) �i FIBERGLASS SHINGLES FIBERGLASS SHINGLES 2X4 SPF 24' O.G. MAX. WITH LNDERLAYMENT WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR SODA. FIBERGLASS SHINGLES AS PER FBCR SMA. • EA. END ROOF SHEATHING WITH UNDERLAYMENT ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER SHEET SNL FIBERGLASS SHINGLES THICKSECUREDD PER THICKNESS AS PER PER STRUCTURAL DETAILS WITH RLAYMENT AS PER 905.LL SWEET SNI. SECURED PER AS PER FBCR 11051.1. ROCSHEATHING ING FASTENER SCHEDULE W�E ROOF BREATHING THICKNESS AS PER FASTENER SCHEDULE SHEET SNI. THICKNESS AS PER SECURED PER STIFFBACK AT ALL UPRIGHTS amm�no SHEET SNL SECURED 5/8, GYPSUM BOA FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE PER FASTENER OR 1/2' HIGH 9• 9' SCHEDULERE-ENG WD. TRUSS 2x FASCIA PER ' STRENGTH CLG. 2x FASCIA PER MAXMAx AX. all!BOARD EFENCE ELEVATIONS o ELEVATIONS T REFERETURAL PER ELEVATION VENTED SOFFIT VENTED SOFFIT PRE-ENG TRUSS SEE ENERGY CODE FOF31S � PRE-ENG TRUSS WALL SHEATHING CONT. 2x RAT RUN SECURED PER INSULATION R-VALUES THICKNESS AS PER STRUCTURAL DETAILS / WALL SHEATHING REFERENCE STRUCTURAL SEE ENERGY CODE FORMS FOR MTL. DRIP EDGE MTL. DRIP EDGE SHEET SNL R SCHEDULE PER INSULATION R-VALUES THICKNESS A9 PER I,_0, PER ELEVATION FASTENER SCHEDULE SHEET SNI. SECURE PER 2x FASCIA PER TYP 2x FASCIA PER ON SHEET SNI PER ELEVATION FASTENER SCHEDULE ELEVATIONS pyPRE-ENS. GABLE TRUSS 4. ELEVATIONS 5/8, GYPSUM BOARD OR IR' ON SHEET 9NL o VENTED SOFFIT � R-4.1 INSULATIONILATION VENTED SOFFIT WEEP 6CRHIGH STRENGTH CLG. BOARDEED PRE-ENG. GABLE TRUSS, p WINDOW ATTA.0 4MEN7 2x PT. SECURED WEEP SCREED ��CATPERMANUFACTURES STRUCTURAL DETAILS P.T. SECURED PER S RND INSULATION STRUCTURAL DETAILS REFERENCE WINDOW ATTACHMENT AS PER STRUCTURAL MANUFACTURES SPECIFICATIONS RENCE Ix2 P.T. FURRING 7STRUCTURAL STRIPS 24' O.C. - I/2' THICK, 2 COAT PORTLAND Ix2 P.T. FURRING 71 a, cm CEMENT PLASTER APPLIED I/2' THICK 2 GOAT PORTLAND DIRECTLY TO MASONRY I!1' THICK, 2 COAT V2 GYP. UlL.•BD. • CMU CEMENT PLASTER APPLIED 1/2' GYP. WL. BD. PORTLAND _ WOOD BASE DIRECTLY TO MASONRY WOOD BASE - PLASTER APPLIED - DIRECTLY TO MASONRY 0'-0' FIN. FLR� _ 0'-0' FIN. FLR 0'-0' FIN. FLR� a _ 4, 0'-0' FIN. FLR a B' Cfm1u ti W/ WINDOW OPENING TYP. WALL SECTION W/ .a WINDOW OPENING TYP. WALL SECTION A- B all B NO OPENING NOTE: NO OPENING PER SECTION FBCR 905.1.1 - FOR ROOF SLOPES 2.12 TO LESS THAN avBDIV. as LOT SILVERADO LOT# 5 BLK# 15 PROJECT# 03719.001-05151 MODEL JORDYN GARAGE STUNG: RIGHT PAGE: DETAILS 150 H E C ( 5�1—STORY HIP BLOCK WALL 4:12, A (2) LAYER uNDERLAYMENT 6 1—STORY GABLE BLOCK WALL nx I T: D1 SCALE: 3/4'.I'-C' SYSTEM IS REQUIRED. FOR ROOF D1 SCALE: 3/4'.I'-V' SLOPES OF 4:12 OR GREATER CU LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 486S TYPE rl IV, OR ASTM D 6151 O NO 93M Drr ART E: 03/02/21 SCALE: AS NOTED SHEET D1 FIBERGLASS SHINGLES FIBERGLASS SHINGLES WITH IUJDERLAYMENT WITH UNDERLAYhIENT AS PER FBCR ]05.11. AS PER FBCR WSJ.L ROOF SHEATHING ROOF SHEATHING THICKNESS AS PER THICKNESS AS PER SHEET SIR SECURED SHEET SNL SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE PRE-ENG WD. TRU R -- PRE-ENG WD. TRUS8 24' O.C. MAX _ LEVATION 24 O.C. MAX. METAL DRIP EDGE— METAL DRIP EDGE BATT INSULATION 2x FASCIA PER ELEVATIONS REFER TO ENERGY CALLS FOR VALUES 0' VENTED o.H. 5/8' GYPSUM BOARD 2x FASCIA PER—/ ELEVATIONS SOFFIT TYP. OR 1/2' HIGH STRENGTH / C .& BOARD VENTED — Ix2 FIRE -STOP SOFFIT REFERENCE STRUCTURAL / -41INSUL. REFERENCE) mZ STRUCTURAL O I I w J I a WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ra'1GE STRUCTURAL 3/4' T 4 G SUBFLOOR 1/2' THICK, 2 COAT w - GLUED AND NAILED 1/2' THCK, I2 COATS PORTLAND CEMENT d q AS PER NAILING SCHEDULE PORTLAND CEMENT PLASTER APPLIED w PLASTER APPLIED DIRECTLY TO w DIRECTLY TO MASONRY m R MASON RY DO FIRE -STOP LEVATION IX2 FIRE -STOP SEE STRUCTURAL _._ _- SEE STRI1--TUR4L— R LEVATION 5/8' GYPSUM BOARD OR 1/2' W*W STRENGTH CLG. BOARD LEVA7ION IX2 FIRE -STOP IX2 FIRE -STOP (PAGE 83.I5 - DETAILS 344) (PAGE 63.15 - DETAILS 344) I R-4.1 INSUL. I I w � a I WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS ERENCE STRUCTURAL O.H. BATT INSULATION REFER TO ENERGY CALCS FOR VALUES 5/8' GYPSUM BOARD OR I/U' HIGH STRENGTH CLG.BOARD Ix2 FIRE -STOP R-41 INSUL. 3/4' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE R LEVATION R LEVATION 5/8' GYPSIYI BOARD OR 1/2' HIGH STRENGTH CLG.BOARD R-41 INSUL. 1/2' THICK, 2 GOAT In' THICK, 2 COAT PORTLAND CEMENT PORTLAND CEMENT PLASTER APPLIED Ix2 P.T. RIBBING PLASTER APPLIED Ix2 P.T. PURRING DIRECTLY TO STRIPS • 24' OZ. DIRECTLY TO STRIPS • 24' OG. MASONRY 8' GMU M��- 8' CMU 1/2' GYP. ILL. BD. I/2' GYP. ILL. BD. IX2 FIRE-BTOP—� WOOD BASE IX2 FIRE -STOP —WOOD BASE m a. E �qpE ME L W/ WINDOW OPENING, WITHOUT WINDOW OPENING 2—STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE, 3/4'.I'-#7' A R C N I T E C T 5 Dmign LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 Www.abdesiaVoup.mm AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:813Ni862628 FAX: 613888-2.2 10 leooe� . SUDDIV. tc M7,44 SILVERADO LOT# 5 BLK# 15 PROJECT# 03719.001-05151 MODEL.• JORDYN GARAGE BVnNG: RIGHT PAGE: DETAILS 150 AH TOP, 2X6 P.T. • CENTER OF DOOR WEADISIR SECURED U/ (1) D' X 6' J-COLT UV 4' MN E'BEDI'E NT INS 2• X 2' X VS' WAGWER 4 NUT OR F (2) ILV X S' N4Ck10R DOLTS W/ 2' X 2' X VS' WASHER 4 NUT B SECURE 2x4 ON AT TO ELK 0 FLan MASONRY 8 R NAILS, SIDEh 2X6 GARAGE DOOR BUCK SECURED OR N UV r5) V2' X 6' J-E IN R BOLTS, W/ 4' MN EMBEDMENT,T, 2- EMBEDMENT, W/ 2' X 2' X IB' WASHEIR 4 NUT. (U WTHM 8' OF TOP, (U WTHIN S' OF THE ETM, (3) EVELY SPACED. E O O" NOTES, ALL ANC 4ORS SHALL BE M AC 0RDANCE TO MANFAcTUREWS INSTALLATION INSTRUCTIONS WERE At1fJJ INATNa)CTI[:NM 4 N1diF ATRlYfNT GARAGE DOOR 1 BUCK ATTACHMENT 3 ecxa, w•.r.�• 8' CMU IR' DRYWALL ❑ I'X4' P.T. DOOR DOOR Ix4 P.T. OR S/4'X4' MN SECURE TNRL FRAME EXTEND 1-V4' INTO NAILER BLOCK IW 3/16' TAPCONS CASpr MN SWANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT I-1/4' WTHIN S' OF EACH END JAMS OR WINDOW 4 IBM OC. MAX SPACING ATTACH TO 2X PER MANFACTURES DETAILS. NOTE• SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3/4" OR +5/4" A 1►INDOW TO BLOCK +3/4" OR +5/4" 2X4, US SECURE TO BLOCK IIW 3/16' TAPCONS (MN SHANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT 1 V4') WITHIN W OF EACH END 4 18' OC, MAX SPACING. 2X6, SECURE TO BLOCK WK2) 3/16' TAPCONNS MN SWANK SIZE .I45 MN HEAD Sig 300 MN EMBEDMENT 1 V4') S. CM UT14IN S' OF EACH END 4 N• OC. MAX SPACING. V2' DRYWALL 2X8, 1= ❑ PX4' SECURE TO BLOCK P.T. NAILER WK2) 346' TAPO" DOOR CASING (MN SWANK SIZE J4D MN HEAD SIZE 3" MN EMBEDMENT I V4') WITHIN S' OP EACW END . W OC. MAX DOOR JAMB OR W6DOW SPACM ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SWIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +1 1/2" n 1RNDOlf TO BIACK +1 1/2" 2X4, SECURE TO BLOCK EV 3/16' TAPO" (MN SWANK SIZE .145 MIN. HEAD SIZE JIM MN EMBEDMENT 1 V49 UTWM S' OF EACH END 4 IBM OC. MAX SPACINW 2X6: cm SECURE TO BLOCK W/(2) 3/16' TAPCONS (MN SHANK SIZE J45 MN HEAD SIZE 360 MN EMBEDMENT I 114') UTHIN S' OF EACH END S' Cm 4 IS• Of MAX SPACING. 2X8, ® � V2' DRYWALL SECURE TO SOCK WW2) 3/W TAPCONS MX4' P.T. NAILER MN SWANK SIZE J45 1/16, O.S9k X 4' MN MN HEAD SIZE 900 MN EIBEDMEM 1 V4') DOOR CASING WTHIN 8' OF EAGHI EN7 4 IS• O.C. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTURES DETAILS. NOTE, SHM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 15/t6" /„�11TIND01► TO HLOCK +1 15/18" 2X4: SEGUE TO BLOCK W/ 3/16' TAIKANS MN 814NlNK SIZE J45 MN HEAD 84ZE JIM MN EMBEDMENT 1 1/49 WITHIN W OF EACH END 4 18' OC, MAX 6PACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED 2X6 ® TWR0UGW NON-STRUCTURAL SECURE TO BLOCK 3/16' TAPCON MN 1-V4' 1102) 3/16' TAPCONS EMBEDMENT INTO BLOCK (MN DRAW, SIZE 145 MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') UTHM W OF EACH ETD 8' CM 4 0' OC. MAX SPACING. V2• DRYIWNLL 2X& cm SECURE TO BLOCK Px4' 00) 3/190 TAPCONS P.T. NAILER (MN SWANK SIZE JN DOOR CASR,IG MN HEAD SIZE 300 MN EMBEDMENT 1 1/49 UTWM W OF EACW END 4 B' OJ7 MAX SPACING- DOOR JAMB OR WINDOW ATTACH TO 2X PER MANIFACTUED DETAIL& NOTE, 8141M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +2 1/4" y 1FIND011 TO BLOCK +2 1/4" 2X4, = SECURE TO BLOCK 03/16' TAPCONS (MN BHMK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 W OG MAX SPACING. 2X6: CM SECURE TO BLOCK UW2) 3/16' TAPCONIS (MN SHANK SIZE J48 MN HEAD SIZE 300 MN EMBEDMENT 1 Vw) WTHM 8' OF EACH END 4 10' OC. MAX SPACING. DIR1'1llALL SECURE RE ECUTO BLOCK ❑ I'x4' UV(2) 3/W' TAI°CONB P.T. NAILER MN SHANK SIZE J45 DOOR CASING MN 00 HEAD SIZE 3 MN EMBEDMENT I I/49 WTHM V OF EAC44 END 4 IS' OL. MAX SPACING. DOOR JAMS OR WINDOW ATTACH TO 2X PER MAKFACTUREB DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3" 2X4, SO SECURE TO BLOCK W/ 3/16' TAPCONS MN SHAW SIZE J45 MN WEAD SIZE 300 MN EMBEDMENT 1 I1W) WTWIN S' OF EACH END 4 IS' OC. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK TWROUSW NON-STIBJCTIRAL MTV 3/16' TAPCONB 3/16' TAPCON MN I-V4' (MN SWANK SIZE J45 EMBEDI-1EXT INTO BLOCK MN WEAD SIZE 300 MN EMBEDMENT 1 V4') S• CN'lJ WITHIN 6' OF EACH END . 0. OL, MAX SPACING. 1/2' DRYWALL 2XS, ® ❑ P.T. SECURE TO BLOCK P.T. NAILER W/(2) 3/16' TAPCONS DOOR CASING SWANK SIZE .HID MN HEAD SIZE 300 MN EMBEDMENT 1 V4') 2NID 2X SECURE TO BTRIU IWr2R2a wTWM OF EACH END 4 6' TO S' CTURAL 6• OC. MAX 2X4, SECURE TO BLOCK U/ 1/4' TAPCONS (MN SHANK SIZE J48 MN HEAD SIZE 300 MN EMBEDMENT 1 1/49 WTWM S' OF EACH END 4 IS• OJC, MAX SPACING, 2X6, SECURE TO BLOCK WK2) 1/4' TAPCONS (MN SHANK SIZE J45 MN HEAD SIZE JIM MN EMBEDMENT 1 1/4') WITHIN S' OF EACH END W OC. MAX SPACING. 2X& 1=1 tW DRYWALL SECURE TO BLOCK 11 1'X4' UW(2)1/4' TAPCONS P.T. NAILER MN SWANK SIZE .145 MN WEAD SIZE 300 1/I6' OBD. X 4' MN MN EMBEDMENT I 1,149 110111IN 8. OF EACH ETD DOOR CASING . IS' Of MAX SPACING. DOOR JAMS OR URNDM ATTACH TO 2X PER M~ACTUES DETAILS, NOTE, SWIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1,14') DOOR JAMB TO BLOCK +3 7/16" v IIINw TO BLOCK +3 7/18" 2X4: SECURE TO BLOCK W/ V4' TAPO" (MEN. SHANK SIZE JO MN HEAD SIZE 300 MN EHBEDMENT 1 V4') UTHIN W OF EACH END 4 IS' O.C. MAX SPACING. 2X6, cm SECURE TO BLOCK WK2) V4' TAPCONS MN SWANK SIZE .WS MN HEAD SIZE 300 MN EMBEDMENT 1 V4') UMT14IN 6. OF EACH END 4 IS' OC, MAX SPACING, 2X& SECURE TO BLOCK WK2) I/4' TAPC4" MN SHANK SIZE .148 MN 1EAD SIZE 300 MN EMBEDMENT I V4•) WITHIN 8. OF EACH END ♦ IS' OC, MAX SPACING. NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED TWROUGW NON-STRUCTURAL 3AW TAPCON MN 1414' EMBEDMENT INTO BLOCK L�1 w CMU V2' DRYWALL ❑ . P—T P.T. NAILER I' P.T. X W MN DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTUES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 3/4" H 1fIND0W TO BLOCK +3 3/4" A E C N IT E C T• 6 GrouS� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7T4-8078 FAX: 407-7744078 w .andeaigngroupxom L AA #: 0003325 A DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 SEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 8134886-2802 IIIIIIINN annnli�o 1phl.3719.001-05151 LJHDIV. dr: I"OT: SILVERADO LOT# 5 BLK 15 OJECT# MODELe JORDYN GARAGE 3TIMG: RIGHT PAGE: DETAILS 15 MP 08 DA 03/02/21 3CAI"E: AS NOTED 3PKEET D3 PREFOIe"ED CONTROL JOINT Fi.ANKaE OF COIRROL JOINTS Td BE WRED TIED TO LATH • W OL. MAX (VERTJ. NFL DO NOT FASTEN CONTROL JOINT TO WALL EVEN P STUD EXISTS BEYOND EXCEPT STAPLES UV V LEG TEMP SECURE�C.ON�ROL,JOM . DURM'a INSTALLATION —� FASTENERS TO BE SPACED 1' OCM MAX VERTKrLLLY TTH K3 COAT CEMENT PLASURB LAYER Q, FORTI FIBER BUILONG PAPER APPROVED METAL LATH FASTENED -T' (VERY.) OG. MAX AT SUPPORTS UM LAYER -1. STUCCO WRAP coNTl(� ��''.�� I — � r' LATH SMALL OE COW941O US TW RDUGWW JOINTS Bur DE STOPPED a , TIED AT EA SIDE PER ASTM C1063 PLACED 2X4 MAXBLO6' T PLACED FLAT MAX 6' TO p' FROM CONTROL JOINT WHEN \ CONTROL JOINT FALLS ON L FASTENERS FOR LATH TO DE NAILS ORNOTE-— i / STRUCTURAL STUD STAPLES IN COMPLIANCE UV ASTM C1063 r 2. WRE TES TO BE (NO. IS) 0AMW WIRE / 3. BLOCKING SHOWN MAY DE N ADDITION \ TO WALL SIDS RE42UUI D PER PLAN O"M" TYPE CONTROL JOINT OL K)I.D •a/alO • PL A ®1'OLV OAWED INUIYp . Al. A ]. CIlAeE • R. D 1 aRAEE • R. C Ol1VLD taaalo . I•I. A ]. C41KNE • R. D I'CLD a® ® t InLD wuaRD • n. A ]. CRRAN :PT. p a CREASE 4 ]OLD P(. C OVER A. p TILL Pr. C TOYate 1X)RQ11SY1R! r RIAmm1 ~~� YMTIR TRW] WAL POLO. 02 tmarr. WW LAYER 4. FORT94MM OUILDIN's PAPER fRWE cN.» WRD LATER'L 6TUCCO URAI•(pmms O14.Y) "At" PL.LE14N6 Kac-an R.ASWM (NIN OVAL) NOTE, APPROVED BUILDNG WII,gI• SHALL BE LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) 4 6- • NOIIRZONTAL LAP& ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE I' WITH FORDCER SMEATHRNC• TAPE / rem LAP . elTAL LATX \ x X x X =W_RS X x METAL LATH URB LAYER'L STUCCO WRAP �AYER PER R9BBR/ \ I I 24r r el uTw SAP. s• ovER ALL �� 2 AP LAP 8CA1.Er 1 IR'.1'-®' PLAWO AT 0 Ka2[GY( WALL AT poTTOM1 oN ROfi . IYaLL tRte.ECT1as VERTICAL LATH & PAPER DETAIL NOM WIDOD 6NEATI SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO BUILDI FRAMING MEMBERS, PAPEP THEY SHALL BE TIED WTM 010415-N (I21-MM) 6TUCO WRE AT INTERVALS NOT MORE THAN 9' (229-MMU. AS PER ASTM CO063. � KIC KO U T mom, PAIR CP TEARS IN QRS LAYERS. TEARS DETAIL MAY BE PATCHED WfolOUSE ~TAPE PER MANUF. SPEC, OR PEEL 4 STOIC m J' TACK 3 COAT CEMENT PLASTER METAL LATH MRS LAYER 4• FORTWDER BUILDING PAPER URB LAYER -1. STUCCO WRAP HORIZONTAL LATH &PAPER DETAIL INSTALL FASTENERS, (CLIPS, STRAPS, STAPLES)AS REQUIRED TO SECURE PIPE/ WIRE TO FR AMM WRB LAYER % STUCCO WRAP WIB LAYER 4. VOIRFIBER BUILDM PAPER METAL LATH W.W SELF-ADIERNC• MEMBRANE FLASWNG OVER 4'K4' SELF-ADNERIC MEMBRANE R.ASNNG OVER APPROVED MOUSE WRAP. FLABNNC• TO EXTEND ONTO PIPE 4'"' SELF-ADNERRY• M91DRANE FLASHM OVER APPROVED HOUSE WRAP. FLASH TO EXIE.D ONTO PIPE CONY. DEAD OF SEALANT AIR ELASTOMEItlC COATING OVER STUCCO/ CV. FNIS14(SEE TYP WALL SECTION) SECTION PER SCTI N EXIO W A ING W l nrrrYp Exterior ese of portland cement Paser shall comply vAth the application raqui—Ms of ASTM C 926-1 Sb. 1 S 1.tm of eae , Wmwg and frarring shall mmply of ASTM C 1063.19,, 0,ASTM 1787. 4'a4' SELF-ADFERMG MW3'BRANIF FLABHNS(COMPATIBLE IW HOUSE URAP MATERIAL) OVER 4' APPROVED NOU6E WRAP. 19_A61UNCs TO EXTEND ONTO PIPE r OR LESS PIPE PE•ETRATM Wr. CUT AND OVERLAP ONE SIDE ON-/ SELF-ADHERNG MEMBRANE FLASHW. STEP 01 WOOD SHEATHINCs OR CMU WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) 9- THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CM) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER ROOF 5C 5'X5' 'L' TYPE CONTINUOUS CsALV. METAL FLASHINCs (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT A� ROOF PER ELEVATIONS O"L" FLASHING N.T.S. PIPE PENETRATI N.T.5. STEP 02 TAI too—Oum_l DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER BUILDING PAPER) METAL LATH STUCCO 61d.• SELF -ADHERING N'IBMBRAlE FLASU/INCa [COMPATIBLE UV FIOUSE )RAP MATERIAL) OVER 4Yc4' SELF-ADNERNG MEMBRANE FLASWIM OVER ,APPROVED NO" WRAP. iiASUUWICa TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF SELF-ADNERNS MEMBRANE FLASMNG x—x—x—x WOOD OR -1/166 ZIP WALL 5HEATHING SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION R-103.11 / A5TM C-84-1-14a, MIN. 2.5 L55. PER 5a, YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) A R C N I T E C T E 6 Groul,� 1,441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-7744078 www.abdesigigroup.com AA R: 0003325 L ING BY:N GROUPNG INC.T CENTER BLVD. 1004RIDA 33834862628886-2802 anmmio SVEIDIV. Z IaOT SILVERADO LOT# 5 BLK# 15 PROJECT# 03719.001-05151 MODEL' JORDYN GARAGE SVrING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 YV E . C INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: L BOTTOM. 2. SIDES, 3. TOP VENT CAP 16 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 18 TO BE 1 ' TOOLED 80 AS TO DEFLECT WATER AWAY FROM JOINTS. x; E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS ' ' I APPLY SEALANT AT PERIMETER Or - BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES,Yi CAULKING • JOINT I I ALL AROUND I PER SECTION R703.7 EXbwW kdhkm and pl ste ft BACKER ROD I bdenor use of Portland cement plaster shall comply with the application �X requirements of ASTM C 926-18b. Installation of exterior lathing and framing I IX shall comply with ASTM C 1063-19a, -7c or ASTM 1787. WRD LAYER 9, I� ;x': STUCCO WRAP _ HOODED VENT i' THICK, 3 COAT CEMENT I, : PLASTER METAL LATH WPM LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) Ca ATNMG A'(AYERFORTIFIBER ING PAPER -METAL LATH S• GMU VINYL CASING BEAD 6' RAISED BIND x• i0 R' MID -WALL WEEP SCREED 6' WIDE STRIP SELF ADHESIVE PLA84RJG, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT Q HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK( LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR l/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.11 / ASTM C-84-1-14a, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 0 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 1 V bELF ADHESIVE - FLASHING (INSTALL PER MANIF. SPECS) BUILDING PAPER UNDER 'OUICK FLASH' A VENT PENETRATION SCALE: N.T.B. ELEC. METES VERIFY LO .IaMc,v I LW 1icc.c I vc STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, F-ORTIF15ER BUILDING PAPER ¢' THICK, 3 COAT CEMENT PLASTER Ys' TO Ys' MID -WALL WEEP SCREED �—S' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM I— — �R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES A SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER h, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWAT — NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE PM= 0M WOOD SHEATHING UM LAYER M, STUCCO WRAP UPS LAYER'(, FOIRTPIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL MEMBER • 1' OL. MAX x' TO91 MID -WALL WEEP BCItEFFD 6' WDE STRIP SELF ADHESIVE FLASHING, GLEAN MASONRY BEFORE APPLYING V FINISH • MASONRY (�4 HORIZONTAL WEEP SCREED (FRAME TO BLOCK) APPLY E-Z BEAD OVER SO MIN GRADE '0' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS 5TEP *3 b' WRB LAYER +I, STUCCO WRAP WRB LAYER M, STUCCO WRAP APPLY SO MIN SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER *2, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STEP 00 nELECTRICAL RECEPTACLE A R C R I T E C T i 6 Groin i..+ LONGWOOD, FL 32750 �•V. PH: 407-774-6078 FAX: 40T-774.4078 www.abdesipgroup.com AA Y: 000332564 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX 81388E-2802 ��nmi,uo CONSTRUCTICN % HAT 04AANEL 'TYPE 'X' DRYWALL WOOD SHEATHING WRB LAYER M, STUCCO WRAP i' THICK. 3 COAT ( PLASTER EXT. WOOD FRAM ED WALL WRB LAYER M, 81l64FLOOR DECKM STUCCO WRAP WRB LAYER Q, FORTIFIBER PIE-ENGI TIMM BUILDING PAPER THICK, 3 COAT CEMENT WEATHER RESISTIVE ISARRIER -1 PLASTER WEATHER RESISTIVE. 6' SAF. • TOP OF WEEP SCREED BARRIER V TO SHEATHING RE BEHIND WEEP SCED 1 , 3 COAT CEMEN7 PLA8TER 4' POSITIVE DRAM D METAL LATH ILRee ogEz WOOD BFEATHNG— &' SELF-ADHEREINS. FLASHMG WRAPPED • TOP OF WEEP SCREED `y TO SHEATHING BELOW \ WRB LAYER M, STUCCO WRAP ' WRB LAYER 7, FORTIFIBER i BUILDING PAPER 4' POSITIVE DRAIN " .' ` 7�� 6' SELF-ADREREING 1Y.. / FLASHING WRAPPED WRB LAYER M, • CORNER OF CANTILEVER STUCCO WRAP em 1 12 t �� AMICO AM66-WFWC-Ri IICFP fSr'OCFD CUSTOM CASING BEAD � � -- --- IELD —� NO GAP INF (SHOILN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD nOADTL. ® CANT. SCALE: I V2'•I'-0' NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM G-541-14a, MIN, 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) I 3/4 RESILIENT .AT CHANNEL - VINYL CASING BEAD 5/8' TYPE 'X' DRYWALL W(TEXTURED t PAINTED FINISH i' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD L 11D DRIP EDGE INSTALLATION 5/6' TYPE 'X' DRYWALL W/TEXTURED t PAINTED FINISH J' THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER 'Q i' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2xT2 HEADER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRLCITON RESISTIVE 'I RESISTIVE t2 J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11 RIP EDGE INSTALLATION COLUMN SHEATHING WEATHER RESISTIVE I# ;; BARRIER M I WEATHER RESISTIVE ' BARRIER 4 6' OAF. \ FEEL t STICK ! I Ya'x3' 'L' FLASHING i FULLY EMBEDDED i M ROOF CEMENT 1 V X 3' 26 GA GALV. METAL DRIP EDGE Yi GAP FOR BACKER SET M PULL BED OF EXTERIOR GRADE ROD t SEALANT SEALANT, Y/' MIN. DRY WALL SPACE FROM DRIP FACE TO TREX THICK 3 COAT CEM1947 VINYL CASING BEAD PLASTER VINYL ralarER BEAD \ WATER PROOFING 16t - . 1: -V*M CASING DEAD LAYER (2 LAYER PEEL t STICK) 7,E—r=LICK SUB FLOOR . 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3' 26 GA GALV. PEEL t LAYER METAL DRIP EDGE SET M FULL BED OF 6' PEEL t SEALANT, X' EX RIP FACE TO TREX SPACE FROM DRIP STICK D EDGE TO DECK — Y; GAP FOR BACKER P.T. OR SIMULATED ROD t SEALANT WOOD (TREX) FILLER CONTINUOUSVINYL CASING BEAD WATER PROOFING 4t WEATHER RESISTIVE LAYER (2 LAYER PEEL t t BARRIER M STICK) WRAPPED FROM WEATHER RESISTIVE BALCONY DECK TO ,m+a�wn,uo BARRIER -2 CANTILEVER 6' PEEL t STIM • DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP SU6 FLOOR EDGE ®® 3' X 3' 26 GA GALV. METAL DRIP EDGE SET M FULL BED OF 1 JPXI -y4' P.T. OR BMLL.A ISEALANT,Yt' MIN. WOOD (TREX) FILLER SPACE FROM ORIP CONTINUOUS FACE TO TREX Yi GAP FOR BACKE VINYL CASING BEAD ROD t SEALANT WATER PROOFING lot FINISH LAYER (2 LAYER LAYER C2 LAYER PEEL t PEEL t STICK) STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HAT CHANNEL CANTILEVER I' TRICC, 3 COAT CEMENT PLASTER METAL LATH 5/8' TYPE 'X' DRYWALL WOOD SHEATHING WVTEXTUREO t PAINTED i WEATHER RESISTIVE FINISH BARRIER 9 WEATHER RESISTIVE COAT CEMENT BARRIER 4 4' PLASTER3 VINYL CORNER BEAD POSITIVE DRAIN WEEP SCREED VINYL CASING BEAD NO GAP M FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION CONTINUOUS Y; GAP FOR SEALANT OPT BAGGER ROD - WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER t2 EXTERIOR COLUMN COLUMN SHEATHING L E G E N D 6' SAF. 'i Ya'x3•'L' FLASHING DRAINAGE PLANE (WR5 'FULLY EMBEDDED IN ROOF CEMENT LAYER 01, STUCCO WRAP) I V X 3' 26 GA GALV. PETAL DRIP EDGE WR5 LAYER "2 (FORTIFI5ER - - - - - - - - SET IN FULL BED OF SEALANT,)f'MIN. 5UILDING PAPER) 51 FROM DRIP FACE TO OASRE BEAD METAL LATH x—x—x—x WATER PROOFING kt MODIFIED 90 LAYER (2 LAYER PEEL IT STIGU WRAPPED FROM 3/4 RESIJcamEENT RAT CBALCONY DECK TO VINYL CANTILEVERi' THICK 3 COAT CEMENT PLASTER5/S' TYPE -A' METAL LATHIWTEXTURED WOOD SHEATHINGISNJ' THICK, 3 CO4' F'OSPLASTERVINYL CO(SHOWN FOR CLARIFICATION OF VINYL CABSEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION 0 COLUMN (-Wf'L" FLASHING). SCALE: NT8 WOOD SHEATHING STUCCO WOOD OR 111ro' ZIP WALL SHEATHING SELF-ADHE51VE FLASHING WRB LAYER M, 2x FRAMING MEMBER STUCCO WRAP J' THICK, 3 COAT CEMENT PLASTER WRB LAYER 02, FORTIFIBER Y 1/2, cQmwR BEAM BUILDING PAPER \ FASTENED TO SHEATHING • T' O.C. MAX. f IN a C METAL LATH y' ~ WRB LAYER M, i' THICK, 3 COAT CEMENT STUCCO WRAP PLASTER i WOOD SHEATHING &'SELF -ADHERING METAL LATH FLASHING UJRB LAYER 7, FORTIF115ER BUILDING PAPER SPRNER BEAD ® FRAME DRIP GAP WINDOW FLANGE 2 1/2' 11, l CORNER BEAD (FASTENER t SPACING * "I' O.G.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14 B CORNER BEAD Ca? BLOCK SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER s2, FORTIF15ER BUILDING PAPER METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER M, STUCCQ, WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH i THICK 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE 15B CASING BEAD C@ WINDOW ( FRAME, NO BAND) LRCHITECTI Groin a vnw,u nvwu. o�.v. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngroup.com AA 8: 0003325 J III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-888-2628 FAX: 813-8862S02 IIIIIIIINI anmm�o $tmDIV. de I.OT: SILVERADO LOT# 5 BLK 15 PROJECT# 03719.001-05151 MODELS JORDYN GARAGE STUNG: RIGHT PAGE: WALL ASSEMBLY DETAIL 150 MPH E . C A E C N IT EC Ts Y.. GAP TYP d' THICK 3 COAT CEMENT WOOD SHEATHING CAST PLASTER RIMEAD IX TRIM MEMBER LEGEND 6WOOD WRB LAYER 01, STUCCO WRAP SHEATHING 10 STUCCO TO SIDING TRANSITION IURB LAYER 02, FORTIFIBER BUILDMG PAPER DRAINAGE PLANE (WRB LAYER al, STUCCO WRAP) �* n SIDING WOOD SHEATHMCs Gr uILle. WRB LATER "!, FORTIFIBER WRB LAYER °2 (FORTIFIBER — • — • — • — BUILDINCs PAPER WRB LAYER NI, .. BUILDING PAPER) REAGAN BLVD. FL 32750STUCCO WRAP METAL LATH x—x—x—x , 746078METAL LATH LNRONALD 74407EWRB 3 COAT CEMENT WRB LAYER 02, FORTIRBER LAYER -1, STUCCO WRAP WRB LAYER ■I, SRO WRgP0332E STUCCO 03325.comTHICK PLASTER I i BUILDING PAPER WOOD OR 1/I6' ZIP WALL ® 6'SELF-ADHERING METAL LATH CASING BEAD SHEATHING DRAFTING BY: DRAFTING DESIGN GROUP FLASHING ! SELF-ADHESIVE FLASHING — — — — DRAFTING INC. VINYL ANGLED 11 THICK, 3 GOAT CEMENT EXPLODED J' FLASHING OR PEEL STICK CENTER 6a3e SUITE1.004 BLVD. BASING BEAD FORLARITY) PLASTER SIDING TO STUCCO 34 T'PHS18-886-26ORIDA 28 ;---------------------------------------------------------------------------------------------------�_, CVIEW CLARITY) CASINGBEAD FAX: E13SB6-2802 lb J• THICK, 3 COAT CEMENT DRIP CAP (CROSS SECTION) SEALANT PLASTER WINDOW FLANGE WRB LAYER ■I, METAL LATH STUCCO WRAP a a a VINYL ANGLED ` ��OD CON°TRG7ION I I CASING BEAD / 9 RIDOD SHEATHING 1 I WRB LAYER 02, FORTIFIBER ' WEATIER RESISTIVEa ■ BARRIER1 BUILDING PAPER WEATHER RESISTIVE �'/ I WINDOW FRAME ■ DARRIER4 _,_,_ WRB LAYER 02, FORTIFIBER METAL LATH ■s x T k' LAP Slow. / J'.•RE E,y �� FLASHING -AOI+ERRwSE+ERwS7F/BUILDING PAPER ; J' THICK, 3 COAT CEMENT +■ FL SHIN ■ FiA8Ha1G r �\ WEATFERRE818TIVE I E-Z BEAD VINYL CASING I PLASTER ■ BARRIER 'I I I STARTER STRIP / WEATHER RESISTIVE ; (W/%' FLEXIBLE PVC BACKER ROD) 6'SELF-ADHERING ;; „■. �> �I �� ISAMER -2 i I FLASHING �■ : °F IuCAILK OR I _ �ni RBIG '" ■ _ •F • GALVD PETAL 7'' LVV PLAAd1NG life DRIP CAP 'r ILASWIN3, tX! Not caruc oR 1 WRB LAYER 01, STUCCO WRAP, IrxwSIMILATED ; WRAPPED AROUND FRAMING MEMBER MING WINDOW FLANGE o�oD TRIM rEMeER I 1 STIYLA CALM / i 6' SELF ADHESIVE FLASHING ; CASING BEAD Cam? WINDOW x6 TW WOOD SHEATHING (FRAME, W/BAND) �ti / °E"A■PROV'° D SEA ANT 2X MEMBER 15C �, _: DETAIL BELOW EXPLODED SIDING TO STUCCO FOR CLARITY �'��,, ® BLOCK TO FRAME ---------------------- ---------------------------- i ----------------------------------------------- 9 TRANSITION -------------------------------------------------------------------- ----------------------------- J' THICK 3 COAT CEMENT 74 GAP TYP PLASTER CASING BEAD WOOD SHEATHING NOTE: /% SEALANT I WINDOW LATH METAL LATH: LATH TO BE PER SECTION i R103.1.1 / ASTM C-841-14a, MIN. 2.5 L55. 1 :::METAL 1 METAL LATH PER SQ. YARD (UTILITY OR NOMINAL I I LATH DOES NOT MEET SPECIFICATIONS) I WRB LAYER 02, FORTIRBER ; BUILDING PAPER I WRB LAYER ■I, WOOD 5HEATHI ; WINDOW FRAME WOOD SHEATHING ti STUCCONG WRAP I WRB LAYER s2, FORTIFIBER BEWEYO OOD tRlictlar 6' SELF-ADI•E BUILDING PAPER i WRB LAYER 01, WOOD 8NEATHwa ( mow' THICK, 3 COAT CEMENT I STUCCO WRAP -. WEATHER REeISnVE A/ 1 RETIVE D410eIER I' A6ARRIER 1 TO LAP PLASTER LLEATFER ME616TIVE / a' MR, ABOVE TOP / 'r i WRB LAYER 02, FORTIFIBER BARRIER � OF FLAffiMG R L PemalG .1I ° WEATHER RESISTIVE I VINYL ANGLED = BUILDING PAPER R I CARRIER-1 LAYER CASING BEAD i FLAe� 'T U"T ER RESISTIVE i STUCCOWRAP ' METAL LATH VINYL CASING BEAD i / / B°'°"�' STARTER STRIP BUHarv. ae LOT: SILVERADO LOT# 5 BLK# 15 PROJECTPI11 03719.001-05151 HODEL- JORDYN GARAGE 8KING: RIGHT PAGE: WALL ASSEMBLY D AILS 150 gPli FWjV. C V'D METAL VWIDE FEEL !EXPLODED THICK, 3 COAT CEMENT I I / 7M`A°N"'S ; OR OVER FLANGE , STICK ARC CT VIEW FOR PLASTER / WINDOW FLANGE CLARITY) GALVD METAL ��' WEATHER RESISTIVE i W FLAaNw. BARRIER 1 TO LAP I 1 I a L""T EtE R ` MI11 ABOVE TOP E-Z BEAD VINYL CASING 2021 •Z, PLASHwS i 2X FRAMING CW/yip' FLEXIBLE PVC BACKER ROMAR L L E-Z eEm vwrL O46IJG Y x a' eruLATED l MEMBER �' �"BLE R° / 01aOD BACKER ROD) �' MEMBER -APPLY FULL BED OF SEALANT BETWEEN ; CASING BEAD CD RAISED R66ELF -ADHERING \ I ' FLASHING FLANGE FLANGE 4 BUILDING WRAP BUILDING r iaeCOAT R \CAP 1111CALILKIN3. 1� ' OR APPROVED WRAP 17A BAND (FRAME) WEATHERREVOTIVE YE4TFERIiE618TNE ,,ip'� soy BARRIER 1 BARRIER 1 `-`--_—________—_____________—__________-__--__--_--____-_-_ - SGALE: WEATHER RESISTIVE E-Z BEAD vwTt cASIPIS BARRER 7FLOCIBLE PVC BAOCWt ROD) P DATE: 03 /°2 21 / SIDING RAME TO TSTUCCOO FRAME B �°�`�"'T"� E Z BEAD WINDOW CASING 81MET � N°TAD TRANSITION 1 6 A aFIEET is WA4 moulaw [E TNtENm1EERNETIE VENT REPERLv C-, S' AND /0' SHOWN IN 9' GKVANZED PL(YED. VENT %PE IS SEALED IF UINJTFD. NNl INPLACE USING 1-VP NNLS AT EACH CORNER ROOFING —ENT SMdA.DBE APRIED T SHINGLE EDGES N:AR U OUTER EDGE AND ARIXINND E THE ENRRE PERMEIER AS AS CUTOMTE GOOSENECI(VEMOPENN(H IN THE ROOF SCIHKNARTTNSNHGO.WSMIZ.ENTTHHEEOEPVEENNINT G IMNEAVdFTlAl RE WEATNQt COASTK RCEONSTREUCTIODN 2N 0NE3. CCIOLADNRICDKANVCEENTHISE M USED, SIZE THE PENOINY ACTURESRRNCNEMON INS --DNS. DONOT CUT INroTRWSES OR RAFTERS vAENCUTTNG THE OPENING IN THE ROOF. INTERFERING SHINGLE NNILS AROUND THE OF THE ER OF THE OPENING 50 TINT TI1E INNING FLAfgE OF THE VENT UYS FIAT ro THE ROOF SHEATHING. SUDS E TOP AND SIDE FLANGES OF TIE VENT UP NNE SINGER SHNIGLES. KIOW THE BOTTOM VENT FIANOES roIAY ON THE TOPOF THE SHINGLES. IF —lll. ROOF HOOD VENT DETAIL SCALE. NM our HICUSEIIIAP AT 46' ANGLE MODIFIED -I- CUT N NO{ SE~ LINE OF WNDM oPEHa1s APAIDVED WIDOW RAP OVER NEATHM OVER ID 61D LULL STEP 1 PLAMRIG OVER NA LNG FLANW JAM66 EXTEND FLASNNG MN P MI GILL FLEXId..E FLAGNICa DO NOT SEAL EOTTOH FIN STEP 6 T87GIMR LY FOLD -LP N SEC HIOU6lPf0 TUCK FLALA P LNC at HEAD FOLD NOUSES BN AT JAMES H SLOPE 6" R ►aTALL 6'— SELP-ADWERNG PLASWM OVER VINYL NEAR FLAGNNG (WTN I DAMS) NAILNG PLANW EXTEND, _ INSTALL VNTL CAP STEP 7 PIPE AND OVER FIANCE ALM PLASNYY W/ INT. EDGE OF IILL MO. FECHMNICALLT FASTEN FANGED EDCAM (CAP NAILS. STAPLES) INSTALL DUPow FLDGI6AP AS n PLAS14M AT THE PLUMBING VENT DETAILS 6GALEI NITS P SEALANT AT 4106 AND HEAD PPLY TO EAOC N NDM NA LNG I.ANW IN LINE UV RE-PUICH IED IOL.ES OR GLOM. ENE ADHESIVE - 7GDLE FLASHING VIER DRIP OAP ECTOARAP ED") WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS STEP 4 STEP 9 ME OVANE FLASWINGs OVER JOINT �Y�Sg10RIEAVERFELT NO FASINERS VATHN CENTERLINE %TRA FNSINEH3 IN UNDERLAYMEM II ENEOF SNNGIE XTENO ENDBNNGLE T AS L I AT LEAST 12 BEYOND VKIFY CENTERLINE CENEM �� 'CUPPED OFF � CORNER AT NS DEGREE: —IEs TRIM.IEDTBACN - F vKLEYCENTERLNE L IT 16 THE CONTACTORS RE6P'ONSWLTY TO V�Y ROOF VALLEY DETAIL NO COPATICEA A TS 4 PRODUCTS NCLIDRG NOU6E18PAP, SEALANTS N 6 MIRS / CONS SCALE. INTO PLA64MY HATEIL7AL6 USED piE6YY CONBTN1GT1011 . INSTALL ALL MATERIALS PER MAN PACTURERS 6116TTEN 6PECIFICATIONB SEALANTS MAY REACT ADVERSELY F NOT ATIDLE C-LEM AND SEAL JAMB TO SILL JOINTS WITH DOW It" FOLLOWNG COMPLETION OF EXTERIOR RETROFIT WORK NOTE. - REPAIR SCHEME SHOUN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER NTIIEZhON BELOW THE WINDOW OPENING SEAL INTERIOR PERIMETER OF WINDOW WITH AFI ON ICU (O SGUAL)GEALANT- WI D00cm JOINT. FLUID APPLIED FLASHING (LANCO UNITE -SEAL RC-GS OR EG 114U. SLOPE 61LL TO EX NOTIEL L IT 16 THE CONTACTORS REGPCNVEILTY TO VERIFY THE CON'PATIGILITY OF ALL P000ICT6 INCLUDING SEALANTS • 6ELP-ADHEItlN5 PLAGNNG MATERIALS USED D'AR CONSTRUCTION 2. FLA61M16 AT EXTERIOR WOMB AND DOOR OPENN136 S ALL BE GtlTALLED N AGODRDANCE UNTN MANIFACT RER'6 INSTALLATION NGTRCTIC IG AND APPROVED METHOD U OF FOC RIMA U N ACCCRDANCE WITH FENESTRATION MANUFAGTUiER'S INSTALLATION AID R.AMM INSTRUCTIONS. M�{��( O SEALANTS MAY REACT ADVERSELY SN NOT COMPATIBLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. NT6 A R C N I T E C T t 6 ogWo PH: 407-7746078 FAX: 407-77440711 v .6bdesig tgroup.e. AA I: 0003325 L RAFTING BY: ESIGN GROUP AFTING INC. UMONT CENTER BLVD. SUITE 1004 S, FIORIDA 33634 813-8862628: 81368 =2 00 IIIIIINIII Dw2T . 03/02/21 SCALE: AS NOTED S WA5 FINISH WOOD, / ___ ____ _�_ - -- - 2x6 SUB-BANb 1/2' TEXTURED FINISH • CMU x -`. x x x '... W/i'x4' NOTCH B METAL LATH x x x x x r -- - END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP WOOD SHNG EATHI OR Cm x x x x x x U1RB LAYER M, x x x x x x DRIP EDGE 1\\ STUCCO WRAP(FRArE ONLY) x x x x x x x x x x x x 1- ' I \ WRB LAYER 02, FORTIFIBER BUILDING PAPER x x x x x x x x x x x x x FRAME OR CMU I 1 I/S• l/S' TEXTURED I\ FINISH ® WOOD 1 \\ 2X6 SUB eAriD ___ (FRAME ONLY) R00r G CEMENT x x x x x x x x x x x x x x x x x x x x x x x x % FELT PAPER 1/2' TEXTURED \ \ FINISH ® GMU \ x x x x x x x x x x \ \ / \ \\ DRIP EDGE x x x x x x x x x x x x x x x x x x DRIP EDGE \ \� V METAL FASCIA WRAP Ye' FROM \ ©PL,4N B METAL «n x x x x x (REFERENCE POINT ONLY. FOR WALL OFF \\ i : STUCCO, I' FROM WOOD WALL \\ \ x SET OF COMPONENTS) \\ —EXTERIOR WALL �r (FRAME OR CMU) \ \ \\ - METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM or - DRIP EDGE �\ NOTE: NOTCH FOR 2X6 �\ SUB BAND ONLY \ ROOF KICK OUT REMOVED 2x SUB -BAND �\ \ FOR CLARITY Wl%'x4' NOTCH A \\ \ END, WRAPPED IN \ ROOF DECK (BEYOND) PEEL t STICK \\\ *ROOF CEMENT \ \DRIP EDGE, I' OFF WALL NOT INTO STUCCO) OEDGE OMITTED FOR CLARITY )l/S' TEXTURED FINISH o \`\\ WOOD, 1/2• TEXTURED SUB BAND DETAIL Ca? WALL \ FINISH a CMU 2.6 SUB -BAND W/I'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK /� ®E L E VAT I ON METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL \\ ©i=L,4N A PRE-ENG'D TRUSS TO BE GUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS 6'-S' O.G. MAX. 2x SUB -BAND LUM'x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) / x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x SUB BAND DETAIL C9) WALL W/KICK— OUT IME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN, Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND UJAD 'x4' NOTCH s END, WRAPPED IN PEEL E STICK -ROOF CEMENT o ROOF EDGE OMITTED FOR CLARITY MAR A R 6 N I T E C T i 6 GroupL�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdes[gWoup.com AA 8: 0003325 J DRAFTING BY: AB. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:8138862828 FAX: 813 9r-2802 anmm�o FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +.0'-W. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION + V-V, SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. B. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.13INDICATES #5 BAR, EHNDICATES #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 PSR 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 8) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER A OF SLAB SUPPORTED T-O" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 71h EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W1.4xW1 4 OVER GENERAL 3 1/2' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK I WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12xl8 12' CONTINUOUS 161 - (2) #5 - (+)0'-0" FW16x18 16" CONTINUOUS 18" (2) s _ (+0'-0" FMC-12x18 12" CONTINUOUS 18" (2)#6s #51N CURB VARIES FMC-16x18 15' CONTINUOUS 19, (2) #Ss #51N CURB VARIES CW-12x12 17, CONTINUOUS 17, (2)#5sCWC-12x12 12, CONTINUOUS 17' E(2)#5's (2) 's #51N CURB VARIES TE-2 12' SEE PLAN 8" 12) 06. _ (+)0"-0' F1-24x24 24" 21' 12" () ,s (+)0" 0' F2-24x24 24" 24'• 1Z' (2)#5's _--vBB.O#GRADEF3-24x24 24" 24" 12" s (-)V4•8E.OW BRA F1-30X30 30' 30" 12" (3)#Vs (3)#5s _ WBELMORADE F-3OX30 30" 30' 12" (3) #5. (3)#5's _ - -0'BB.OWORADE CMC-12X12 12, CONTINUOUS 12' - (2) s #5 IN CURB VARIES FM-20Xl8 20" CONTINUOUS 18" - (2) 5's +0"-(P' OPT. RECESSED SHOWER 1 SCALE: 1/4 = l'-0" v .-----FM-12X18 ----� I I - I I I 4" CONC. EXTEND END OF PVC I a0 SLAB 0'-0" CHASE UP 12" ABOVE - TOP OF SLAB °4 a COND. CONC. PAD c m o w SLAB 1 1". b I I I 10'-2" I 9'-2" 5'-2" 3'-10" 3'-10" 2$•' 3 t2 I 1FM-16X1812 I lAI t•t2X4 Fill, WOOD (1) #5 BARWALL W/ SYP.GROUTED # 2 STUDS CELL ,2"O.C. BENEATH31'-0"#4X7'-0" 18'-0" WINDOW WI 10" HOOK @ 30" O.C. a 26'-10" I I 1 T-5" I 4 I I v TERMITE TREATMENT I I I I I ml X ro I 1" PVC CHASE SHALL BE BORA-CARE FOR ELEC. I I 9 m1 1 I ILL CONDUIT 1 I 0'-0" 4"AIC CHASE T8P of I IN i L1 iq SLAB I m 22'-1" i Iv I 9 2X4 WOOD _ 1.1 WALL W/ SYP. # 2 STUDS @ I I CW- 12"O.C. N - L2X12 _CNti12X12 _ - -- r',N I L- -- L-- J -J r ------ -J __ CVV-12X72 I I I 13,-0„ �2'-O" 8,_8" 4--W 7.-10„ 1.1 9,-7„ I I 13,-0„ I I 9 I 1.1 2X4 WOOD WALL r N Q _ FM-i6X18 3 I IT W/ SYP. # 2 STUDS @ 12" O.C. I I 4 m Ix m 0- STUDS UNDER I 5 I 2'-8" 1.1 1'i I I TOP OF EA. TRUSS I ILL SLAB I I 8 F- X30 I 1.1 I I IN I I d �z I (1) #5 BAR I T N I 6'-4" 3'-0" I 10'-0" J GROUTED CELLBENEATH I I w O g I I WINDOW I EXTEND I I O 10'-4" 19'-4" w 1? O � I SILL FM-18X18 SLAB 1 1I2" -, - - - SLAB c w T-T' IV-1" T-5" co ti a0 I F-30X30 ILL N I O �LL I 2 a ---------FM_12X18- - - - - - - Lt I FMG16X18 3 - I 2 m t., I c t.1 (�FM-16X18 V' - I o 10 I Fl-30X30 I ro FMC-12X18 +(-)7}'• FMC-12X18 o i v --_--_-- FM-12x18_-- _-- 12'-4" 11-0" 514" V-8" 8'4" FOUNDATION PLAN 16'-O" 1.1,-8" 1 N C N I T E B T 6 Grouj� 41 N. RONALD REAGAN BU LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdeslgngroup.com AA#: 0003325 DRAFBNG BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33834 PH: 813886-2628 FAX: 8138862802 SU13DIV. & LOT: SILVERADO LOT# 5 BLK 15 PROJECT* 03719.001-05151 MODEL• JORDYN GARAGE 811MG: RIGHT PAGE: FOUNDATION PLAN 15 H E C 30" MIN. EACH WAY MONOLITHIC FOOTING }} Z N STEEL REINFORCING IGROUTED z STEEL REINFORCING IN GROUTED {— CELL SEE PLAN FOR SIZE AND Q a. CELL SEE PLAN FOR SIZE AND ° IL SPACING REQUIREMENTS SPACING REQUIREMENTS t a�a �'{--�r—- m W m U W w � K(L Q co) FM ll� In Z 6' CMU WALL O 6' CMU WALL I > CORNER BARS, SAME SIZE AS LARGER BAR Z IN FOUNDATION WITH W' LEG EACH +_ 0{p m +- 0,4 'I' . p WAY AT ALL CHANGES IN DIRECTIONS _ ' .., P ° SO THAT THE STEEL REINF. IS CONTINUOUS TOP OF SLAB TOP OF SLAB �...., MATCH AMOUNT OF CONTINUOUS BARS °I SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA CHAMFER (1STORY) EXT. PORCH SLABUNDBARQUANTITY - ,'a -VARIES SEE SLAB SCHEDULE TOP OF GARAGE .ICI' ILL o. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE W/12"IS)LATION CHAMFER (2-STORY) 16' (WHERE p4 24•' EXT. PORCH SLAB 4" CHAMFER(1STORY)JOINT W/ 12" ISOLATION ' 6' CHAMFER (2STORY)APPLICABLE) Z SCHEDULE T JOINT (WHERE •r • EE SCHEDULEAPPLICABLE) Z o. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING WxD, BAR SIZE #7 42 FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LIND #7 42' iv EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION scALE:3a"=ro" 2 scALE:3a"=r-a' GARAGE CORNER BARS DETAIL @ g _ SCALE: 3l4"=1'-a' LAP TOP PLATE A MIN. OF 46" AND NAIL WI 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN W W 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR GARAGE DOOR SECURE BT. PLATE TO SLAB W/ W RECESS > NEW REINF. BAR IL SPACING. SINGLE BTM. PLATE 12'k9" WEDGE ANCHOR W/ 7' g O SECURED W/ 2- PART g TO BE PT. PROVIDE DEL. TOP WASHER SET IN HIGH STRENGTH PLATE U) O IL I EPDXY. MIN. EMBED Q EPDXY 5-12" EMBED. MIN. 016' OC Lu = 9'. UNO FOLLOW ALL MANF. SIMPSON SPH4 OR SPF16 MAX- U fn Q = a SPECIFICATIONS FOR U) Q BTM AND TOP PLATE ANCHORS V/ 10tl x 1 12" = m USE AND I COMMON NAILS FILL ALL CURB FOR 312" DIAMETER CONC. FILLED STEEL PIPE a 6x6 METAL PLATE H co PREPARATION OF U' a HOLE Z W N HOLES, DO NOT USE 10d W x 3" of SLAB SCHEDULE Q MASONRY UNITS SET p, AT ELEV: BASE W/ 12'k6' o p } [SEE + ate, ANCHOR BOLTS M O QO TOP OF SLAB " 4"CHAMFER(1STORY) a 6" CHAMFER (2STORY) ° RECESS AROUND GARAGE '� �. n * DOOR OPENING EQ. EQ. SEE SCHEDULE 4 FOR WxD, BAR SIZE SCALE 3/4"=T-a' AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL BOLLARD MONOLITHIC FOUNDATION SCALE:34 1'-0 5 6 (W/UPLIFT) 6CALE:314"=,'-a' 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 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE LAP TOP PLATE A MIN. OF 49' PLANS FOR SPACING. SINGLE AND NAIL W/ 16d COMMON BTM. PLATE TO BE PT. NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT STEEL REINFORCING IN GROUTED PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO LAP TO OCCUR OVER STUD OF WALL- W/ PLAN CELL SEE PLAN FOR SIZE AND SLAB W/1 Od MASONRY SPACING REQUIREMENTS NAIL 16' O/C STAGGERED. 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z ADDITIONAL METAL WALL W/ SYP No 2 STUDS SEE CONNECTORS NOT PLANS FOR SPACING. SINGLE ED WHEN BTM. PLATE TO BE PT. SECURE T. PLATE TO SLAB W/10d MASONRY NAIL IL W UPLIFT PRES NTO PROVIDE DBL. TOP PLATE 16' 01C STAGGERED. O_ SEE SLAB SCHEDULE ADDRIONAL METAL m U Q CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. K y O 6"CMU WALL POURED LINTEL CONT. (TYP.) TOP OF SLAB B" CMU FILLED CELL (TYP.) �- SEE SLAB SCHEDULE 2X WALL FRAMING _ - e TOP OF SLAB le 12" DIA SIMPSON STB2 BOLTS 5" +-0'-0" SEE SLAB SCHEDULE MINIMUM EMBEDMENT INTO n"• s TOP OF SLAB 2 Z m GROUTED CELL, 4" FROM ENDS AND "ISOLATED' COLUMN PAD 16' O.C. VERTICALLY MAX EQ. EQ, EE SCHEDULE ° CENTERED UNDER WALL AND FOR WxD, BAR SIZE W-z POURED MONOLITHICALLY WITH TIONAND SLAB AND BAR QUANTITY SEE SCHEDULE - ° - - SEE SCHEDULE (_."�INTERIOR CURB FOUNDATION WOOD WALL FOR WxD, BAR SIZE '• - • . /FOR WxD, BAR SIZE AND BAR QUANTITY ✓ AND BAR QUANTITY INTERIOR FRAME BRG WALL TO INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- BLOCK WALL CONNECTION 6k6'MASONRV COLUMN W/ 9 FOOTING AND COL. PAD (2)#5'SARE DESIGNED TOBE 11 SCALE:3/4"=1'-a' NO UPLIFT) ( I 0 SCALE: 3/4'=1'-0'• PLACED IN CONTACT WITH THE INSIDE OF THE INTERIOR & EXTERIOR FACES OF THE BLOCK AS SHOWN W/ #5 � DOWEL IN FOUNDATION. ❑ © J�IF DOUBLE FILLED CELL A R C N IT R C T R /GrMoup 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 w .abdeslgngroupxom AA k: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. [5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA , FLORIDA 33634 PH: 813-886-2628 FAX: 813886-2802 anmm�o 1sunDrv. & LOT SILVERADO LOT# 5 BLK# 15 PROJECT* 03719.001-05151 MODEZZ JORDYN GARAGE sMBtG: RIGHT PAGE: DETAILS 150 n E C STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND ? SPACING REQUIREMENTS MIN. 10" EAD W/ 1" NOSE #4 REBAR (TYP.) o 8' CMU WALL PAVERS w - T —�— .� TOP OF SLABS �y K SEE SLAB SCHEDULE O Q 12" RADIUS OR g �� CHAMFER b • - • Z w w� • c _ SEE SCHEDULE (6 > w �_ _ WxD, BAR SIZE w w z 3 w AND BAR QUANTITY LziFOR > g O • �:< <°s EQ. EQ. SEE SCHEDULE lk FOR WxD, BAR SIZE AND BAR QUANTITY TRENCH FOOTING EXTERIOR STAIR DETAIL CURB FOUNDATION CMU WALL 1 ,, ,INTERIOR AT ALL PAVER AREAS SCALE: 1/2"=1'-0 SCALE: tl2"=1'-0' SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48' AND NAIL Wl 16d COMMON NAILS, 2-ROWS, 4" 0/C BTM, VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE 4/r BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB Wl STEEL REINFORCING IN GROUTED PROVIDE DBL. TOP PLATE 12•k9" WEDGE ANCHOR W/ 2' CELL SEE PLAN FOR SIZE AND WASHER SET IN HIGH STRENGTH Z SPACING REQUIREMENTS EPDXY St/2' EMBED. MIN. 16" SIMPSON SPH4 OR SPH6 OC MAX. BTM AND TOP PLATE o > e" CMU WALL ANCHORS W/ 10d x 1 1/2" m COMMON NAILS FILL ALL V7 HOLES, DO NOT USE 10d m SEE SLAB SCHEDULE y x3 SEE SLAB SCHEDULE O TOP OF SLAB a^ TOP OF SLAB .°. EE SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY INTERIOR FOUNDATION CMU WALL INTERIOR FOUNDATION WOOD WALL 5 MAR A R C N I T R C T R 6 Groin "I N. RONALD REAGAN BLN LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngro0p.00m AA 0: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH: 81348862626 FAX: 8138M2802 annnmo � Log I, 3UHDIV de L SILVERADO LOT# 5 BLK 15 PROJECTp 03719.001-0 5151 MODEL.• JORDYN GARAGE 81FMO: RIGHT PAGE: DETAILS 150 Ea C 45'�^ 43'-2" 39'-8" 36'-2" 32'-6" 28'-8" 24'-10" 21'-0" 20'4" a T-O" (1) #5 BAR GROUTED CELL BENEATH WINDOW 4 SILL q V 'v v N N N m A � N N O I T-4" 4 98" 0 lk 18'-4" 14'-3" 10'-2" 6' 8" (,1 #5 BARD GROUTED CELL BENEATH WINDOW SILL 6. iu rrf c 10'-8" L16'-0•' MAR 0 FIRST FLOOR DOWEL PLAN SCALE: 1/4"=1'-0" A E C N I T E C T• Groin F41 N. RONALD REAGAN BLV LONGWOOD, FL32750 PH: 407.77Z5 78 FAR: 407-7744078 W .abdesigagroup.mm AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.886-2628 04 FAX: 813S8&2802 I�IIIIIIIIII $ulmm & LOT SILVERADO LOT# 5 BLK# 15 PROJECT# 03719.001-05151 moDzIu JORDYN GARAGE STING: RIGHT PAGE: FIRST FLOOR DOWEL PLAN 150 PH VV. C D 03/02/21 8CALE: AS NOTED SHEET S1.2 TIE VERTICAL RESAR TO HORIZAT,__ REBAR W/ 10" HOOK GROUTED BONG BEAM TIE VERTICAL REBAR PER ELEV. AlVARIES /— ° TO HORIZONTAL REBAIR W/ 10' HOOK Z Cv GROUTED BOND BEAM VARIES PER ELEV. �- Z g g Q Q a p p5 BARS • a� m o ;I 1a QQ m 8" + I10'HOOK mo Q G — e—� a 5 ..�• a• .a._ • ° Zia . e e ° CLEAN OUT REQUIRED O 1'-0" 0 o FOR INSPECTION •Q �� 1 ab � • I 1 -.- ap o --.IX 0'-0" FIN. FLR. j O •a TIE RIZONTAEBAR ,° a TO HORIZONTAL REBAR W/ 10' HOOK BAR SIZE 48 BAR DIA�� ° ✓'�111��"- Z O #3 18" 3d, MU UNIT NS ao ARE NOMINAL SIZES OFFSET METHOD CONTINUOUS BAR#3 48816 DIA #s 36. #T 42" HORIZONTALNERTICAL HORIZONTAWERTICAL METHOD #4 24" #5 1 30' 1 • MASONRY SYMBOLS SCALE3/4'=1'-0.. REINFORCING REINFORCING. SCALE: SCALE- 3/4"=1'-Y' M ►RCNiTECTa 6 Gro�u�� 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774$078 FAX: 407-7744078 w .andeslglgoup.mm AA #: 0003325 � DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813$86-2628 FAX: 8134386-2802 �°omoe000�. Itu SVHDIV. 46kc LOT: SILVERADO LOT# 5 BLK# 15 PI OJECT# 03719.001-05151 HoDEl- JORDYN GARAGE STFMG: RIGHT PAGE: DETAILS 150 4kH E C FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAI6 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 MATH 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. LWTELS 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 WALL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" "x 2 718" LONG, WITH WASHER C 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DESCRRIIPTION REMARK 1Q (2) 2X6 © (2) 2X8 3Q (2) 2X10 8' CM WALL REF. PER PLAN 8' X 16' LNTEL YV (3) -5 BAR CRICKET LINE DOUBLE 2XI2 P.T. OMITTED FOR CLARITY LEDGER LLV 3/4' DIA J BOLT PRE-ENGu ROOF SEE SCHEDULE TR188E8 • 24' O.C. '- 3/4' `r 2ND FIN. FLR - 9'-4' AFF SOT. OF LNTEL MIN. S/8' TYPE rLOORING W GYP BORAD DBL 2X P.T. SYSTel LEDGER W (SEERST IRST FI FIRFRAMING 3/4DIASC44EDME FLOOR GARAGE BEE PLAN) LINTEL SECTION A SCALE: 1/2' • 1'-0' SEE TRJ88 PLANS FOR EXACT SIZES EA SCHEDULE INDICATES OPENING BELOW/ T.O.B.=TOPO BEAM1Y18 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)SIZEREMARKS REINFORCEMENT STIRRUPS BTM. TOP MID SIZE SPACING BB1 MASONRY 30M 8.16 — (1)#5 1 (1)#5 NIA — GROUTED SOLID BB2 MASONRY 3000 Bx8 (1)#5 NIA GROUTEDSOUD B2 @ 9'4" 3 SIDES 8Fi6-1T/OM/OB __— — 41 Im♦ col 1 ♦ �1 1� ♦♦ I �1 1m ♦♦ ♦ O1 w GRI ♦ — aLLo 1 1 ♦♦v BF I 1 1 1 1 BF DBL STUD UNO, PROVIDE 881 UNDER HEADER WHERE FLOOR 8 TRUSSES BEAR, TOP OF 1 WALL, EL. 10'-8", UNO q LBW STUD ER HEADER 8F32-ITN M/O8 mo 1 T/1 M/OB to It 1cb I OD I SFB-1TlOMI06 8F8-1T/OM/OB L----------�� 62 @ 9'4" 2 SIDES 8F32-iTl1 M/OB 2 Z1 TOP OF WOO WALL, EL. 9'4" m J DBLSTUD UNDER HEADER 8 1 I 8 TOP OF WOOD 3: WALL, EL. T4" m DBL STUD UNDERFLOOR SYSTEM 8 DBL STUD m i UNDER FLOOR o SYSTEM A TOP OF WOOD S2 � WALL, EL. 9'4" x r , C7 w Z W m }� a zo CRICKETJI Z ULL m , �O f 41 BOTTOM OF LINTEL @ BRG. 9'4" ' aar_ vv�^ j 9,4„ i 8F324TAM/05 LINO, PROVIDE BB2 WHERE ROOF TRUSSES BEAR, TOP OF WALL, EL. 9'4", UNO 0 RG. 10'-8" BRG. 9'4" ♦♦ 1 i ♦♦ 1 1 1 ♦♦ 1 0 1 I ♦♦ 1 1 ♦♦ 1 LiSF36-1T/O — f j �I — — — — — — — — 8F— — — —— — — — — — — — — — — MAR LIFT BEAM PLAN SCALE: 1/4'-F-0' ARCRITIII CTt 5 Group +� LONGWOOD, FL 32750 �•V PH: 407-774.6078 FAX: 407-774A078 w .abdesfgugroupx m AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 81343SG-2802 .17-111111 In Us im SUSDIV. de MT: SILVERADO LOT# 5 BLK# 15 PROJECT# 03719.001-05151 MODEI1 JORDYN GARAGE STRNG: RIGHT PIET FLOOR LIFT BEAM PLAN AND NOTES (I —JOISTS 150 MPH FA. C SCALE: AS NOTED SHEET S2 SUSDIV. de MT: SILVERADO LOT# 5 BLK# 15 PROJECT# 03719.001-05151 MODEI1 JORDYN GARAGE STRNG: RIGHT PIET FLOOR LIFT BEAM PLAN AND NOTES (I —JOISTS 150 MPH FA. C SCALE: AS NOTED SHEET S2 BCH ITEC r NOTES TO THE INSPECTOR/CONTRACTOR : 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1i5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL 3 PLACTE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �c \AOF REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYR 6k16' jp ■),pQ'Qn / 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM - G D p COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL A5 CORNER BAR W/ 30" LAP FOR EACH / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 COURSE OF BOND BEAM TOP OF THE LINTEL. ��"" gg ��"" 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP.�F 1441 N. RONALD REAGAN BLVD. VERTICAL REBAR W/ 10' HOOK / / P $ ��Q LONGWOOD, FL 32750 Q OX16 DBL. BOND TOP OF ry" PH: 407-774fi078 BEAM W/UR#5 BAR BOND BEAM FAX 407-774-4078 •\Q EACH COURSE 6 \\iG 8x8 BOND BEAM TOP OF w�AnvAA 0003325 deslgnkgrm com • OQ�� W/(1)#5 BAR .y, BOND BEAM F = FILLED W/ GROUT 7 30" TYPICAL I .\�.p� U =UNFILLED GROUT SOLID FROM TOP L NG I .f1\Q NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. N GROUP A5 BAR IN BOND BEAM BEAM COURSE G NNE. SEE NOTE 5 CENTERNT G\a 16-1 T/ 1�/(B 8x8 PRECAST CONCRETE 1004BLVD LINTEL W/ (1) #5 BAR (L2) IDA 336,34 NOMINAL—� LENGTH OF BAR = WIDTH OF MASONRY 66-2628CORNER Q� HEIGHT#OF#5'S,TOP DPE"'NGBEAM DESIGNATION BOND BEAM COURSE 86-2802 IT IS THIS ENGINEER'S INTENT OR THAT INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8X8 PRE -CAST CONCRETE REINFORCING OF BOND BEAM SCALE 34"=1'-0 1 AND XFXX- 1T/OMAB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL REFER SCALE: 3/4"=1'-0" ITISTHIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS TOP AND XUXX -1T/1 M/DB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX-1TMMMB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM 2x4 (MIN 2 X 3) 1-3116 TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION WINDOW SIZEEN.30D MIN EMB DMENT 1 SINGLE BOND BEAM 114! 6' FROM EACH END AND AT LOWER ELEVATION IS, O.C. MAX. MIN 1-1/4" _ EMBEDMENT A5 BAR BENT AS SHOWN 2X6 (MIN 2 X 3) 23/16 TAPCON PRE -CAST OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 114") W SLOPE FROM EACH END AND I&' N 1-1/4" EMBEDMENT o Z18 (MIN 2X 3)23/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 SOLID BLOCKING BAR TO BE PLACED IN /2X4 1/4") 6' FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER MIN. REQUIRED IN 16, O.C. MAX. MIN 1-1/4" MIN, 2-124 PER BLK. EA. END VCMUWALL BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ STANDARD ACI HOOK TYPICAL MASONRY WINDOW 7116' OSB SHEATHING a SILL CONSTRUCTION CORNER BARS 4 ARCHWAY FRAMING DETAIL AT CORNER STEP `2 SCALE:34"=1'-0 3 SCALE: 3/4"=1'-0" PROVIDE 3' DIA. HOLE IN i LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I > I I S8 SINGLE #5 CORNER BAR, 30x30 TURNED UP S OR TURNED DOWN INTO STEEL REINF. OF EF R FILLED CELL BOND. BEAM II I II EdN II I� 8UBDIV. & Lol,- SILVERADO LOT# 5 BLK# 15 PROJECT# 03719.001-05151 MODELA JORDYN GARAGE NNN TIMCII: RIGHT PAGE: DETAILS 150 MPH E C f6 = END DISTANCE % SPACING BETWEEN ADJACENT FASTENERS IN A ROW s = SPACING BETWEEN ROWS OF FASTENERS ea = EDGE DISTANCE MA 0 20 1► 8x8 CMU PIER PROVIDE #5 BAR / W/ SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE 'MUST HAVE 2 OR MORE LONGITUDINAL SEE PLAN. STEEL REINF. OF OF ELEVATION ROWS OF NAILS ENSURE THAT PIER GROUTS BENEATH BONDBEAM CHANGE IN CHANGE LINTEL. p DOUBLE STUD W/ 10d NAIL ATTACHMENT O SCALE: N.T.S. //Nlflly ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0" ODA]C:: 03/02/21 sCALM: AS NOTED �1 SINGLE LINTEL, MULTIPLE OPENINGS SIMET S2.1A WOOD SE000N FAVENERSPACNO d, =T MIN, 2 t MAX s,=2}'MIN, 9"MAX i, MIN, 2 J'MAX ea=J'MIN. 2} MAX tle =Z' MIN, 2 J' MAX 4=2 tMIN, 9"MAX Rf296 s=1} MIN, 2�'MAX ea = J' MIN, 2 �' MAX d, =2" MIN, 2 J' MAX % 2 tMIN, 91 MAX (2)W s=1}"MIN, 2J"MAX' ea = f' MIN, 2 }'MAX NOTE: • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 �' OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON HIOA OR LGT2 W/ 10d x 1 112" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 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 HILT] 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 Y-O", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W1 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 IENGINEER 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 d BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X6(3JQS(5J21)SYP. ABU46Z W1518"DIAx PT., WOOD POST 5" EXP. BOLT r-------'-1 FIRE 3/4" SUB FLOOR �� 2X4 NAILER FOR DRAFT PRE-ENG. _ STOP FLR. TRUSS - ELEV. VIEW PRE-ENG. FLR. JOISTS II i 3/4" PLYWOOD I DRAFT STOP II 1 PRE-ENG. FLR. JOISTS-F , 11 1 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS 1 CJi 1 CJt q 1 i I 1 CJ3 1 1 = I I GR1 p x y =I I CJ3 1 1 IA 4*I 10B 1 1 t LG1nu nnaII II r it IIII .1 It a it 11 11 11 111 I 11 11 11 II II IH to 11 4 1 II 11 II II IIII II II 11 111 11 II it II II IN II 11 11 11 ly II II II 11 11 1 11 11 II Y II II II II ii IIII it 11 11 11 11 II II II II III 11 11 11 I/ Iry II II t�u'`ALL S P�{DI10.2G11 11 11 II II (, J , ROP VnIWDOHI12".C.. m I 11 R11 + '4' 11 ALL .9.! - - --- 11 IV19AII; 1 Y 11 u u It n it 11 II 11 11 II 11 II II II II 11 II 11 11 Ili II II II II Ii, II 11 m II II 11 11 n II J 11 11 II 11 it Ui I' II 11 �m Lu B Bk1 Bk1 U Bk1 LBWU Bk U U Bk1 Bk1 Bk1 Bk1 !Bk1 Bk1 _ - ___ Cal IO4 2X4 WOOD BEARING WALL W/ SYP NO. 2 STUDS(�12"O.C. LL1 rnY m 'o'+ 1 TO9OWOOD WALL 1�=== J19GR I L. Cat STAIRS --LGLRW --- Y m �-- _�'_ 2X4 WOOD BEARING J (JOIST -_--- CI VARIES (SEE a --- 2X4 WOOD OSYP NO. BEARING STUDS ��@WALL // S 2' O.C.YP ? =STUDS@ 12"OO PLACE ALI STUDS PLACE DBL STUDS UNDER EA. IJOIST_-______ UNDER EA. I 1 IOA � 1 1 V 4 1 Nro m -JOIST I 1 fir----- II _ - 4 I 747 .1 - ---07 I w STAGER LEDGER (PREFABRICATE WOOD ROOF _ 4 BOLTS ON EA. SIDE (TRUSSES @ 24' C. MAX OF LINTEL r=7_ 1 I a I pun I-ll---R-_�A--IL- 110A I p qa I x ppn p n n pAx 6 1--IL--1 3- 9B 106 = - 1 1 1 pp 11 qnq II '1'II1 pHp n S a J5S u u H 1A C J 3 = n n a x u i r�- 11 N N N1 N -j1 0 0 U 0 w U W FIRST FLOOR FRAMING PLAN SCALE: 1/4' x 1'-0' W U U U 1 1 'A7 1 =IA7 1 -IA7 1 JA7 I I�A7 1 9A7 1 'A7 1 -H10 1 1 JCJ5 1 1 =ICJ3 I A H C N I T E C T i IN Gr�n LONGWOOD, FL 32750 PH: 407-774-0078 FAX: 407-7744078 www.abdeslglgiroup.com ` AA 8: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLYD. SUITE 1DO4 TAMPA, FLORIDA 33634 PH: 8133862628 FAX: 81388B-2802 ammmo LU14 J1081 BUHDIV. de L,OT: SILVERADO LOT# 5 BLK# 15 PROJECT* 03719.001- 05151 MODEL- JORDYN GARAGE 9VrXNG: RIGHT 'Vff§T FLOOR FRAMING PLAN 154 OI TS) C foo' I DA • 03/02/21 BCALE: M NOTED skrz= S3 41) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 }" NAILS TO TRUSS (2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 }' NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) 41) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 1Od x 3 }" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 }' NAILS TO GIRDER IX2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. 1X2 SECURED W/ 10d GALV. COMMON NAILS 12' O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNVALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP#2 Z'x 4% S', 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, W O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:T70 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 1A 1B 1C TYPICALTRUSS/ GIRDER CONNECTOR(S) 'CAL SERES 1f11]0F88 BACICIGI CK 4500 3/4" WOOD PANELS 6000 (2) 12" WOOD PANELS 60 (2) 12" WOOD PANELS 90 2. LUMBER 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG IJOIST 5/8" GYPSUM BOARD OR 12" HIGH STRENGTH CLG. BOARD SECURE IJOIST TO TOP PLATE M (2) 12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 12" GYP. WL. BD. I -JOIST CONNECTION @ L.B.W. 4 SOA1E 3'4=1� (NO UPLIFT) OUTER 113 ( SPAN ONLY BTM. - PLATE DEPTH 1/4'D —HOLE EDGE >5/8' -HOLE DIAMETER 2/5'D SGL. STUD STUD NOTCHING AND BORING LIMITS V SCALE: 1 12"=1'-0' EDGE >5&' HOLE DIAMETER < 3/5'D DBL. STUD ENGINEERED WOOD TRU 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d X 1 ?' NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR lx2, 21 WOOD FASCIA J SEE ARCHITECTURAL 2x SECURED W/ (31)16d GALV. COMMON NAILS. lx2 SECURED W/ 10d MASONRY BOND GALV. COMMON NAILS BEAM 17' O/C SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNJALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP#2 Z'X4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. A41) SIMPSON LGT3SOS2.5 GIRDER TIEDOWN WITH (4) J' x S' TITEN HD TO CMU AND (12) SOS }" x 2 }'TO GIRDER B{1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }' x S' TITEN HD TO CMU AND (18) SOB }'x 3" TO GIRDER C�2) SIMPSON FGTR GIRDER TIEDOWNS WITH (2) �' x 5'TITEN HD TO CMU AND (18) BIDS }" X 3" SCREWS TO GIRDER (EACH TIEDOWN) ENSURE THAT CELLS ARE GROUTED SOLID, 6' EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2A 2B 2C TYPICAL ROOF GIRDER CONNECTOR(S) SCALE: 8� BACIGRBLOCK 7FICKNM 4500 3/4" WOOD PANELS 6000 (2)1/2 ' NNOD PANELS 60 (2) 12' WOOD PANELS 90 2x LUMBER LSTA12 20 GAUGE W/ 10dx12 HOG COMMON NAILS. * EACH END TOTAL OF 10 LVUIJOIST WITH BACKER BLOCK e'l- HTT4 W/ 5/8' A.B. WITH MIN. T' EMBEDMENT TO SLAB & (18) 16d x 2-12" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB 5 LVL/WOOD POST CONNECTIONS DE C A B&BB A - SIMPSON IUS1.81/16 G < 1400 LBS, U < 70 LBS W/ (2) 3W- WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14)10d GALV. COMMON NAILS TO HEADER FL#17241 B- SIMPSON IUS2.37/16 G < 1400 LBS, U <70 LBS W/ (2) 3/4'" WEDGE-BOLT/J-BOLT, 5' MIN. EMBED (14)10d GALV. COMMON NAILS TO HEADER FL#17241 C - SIMPSON MIU3.56/16 G < 2900 LBS, U < 210 LBS W/ (4) 3/4'" WEDGE-BOLT/J-BOLT, S' MIN. EMBED (24) 16d GALV COMMON NAILS TO HEADER AND (2)10dxl-12" GALV. NAILS TO JOIST FL#17241 D - SIMPSON HHUS7.25110 G < 4140 LBS, U < 1610 LBS W/ (8) 3/4'" WEDGE-BOLT/J-BOLT, S' MIN. EMBED (16)16d GALV. COMMON NAILS TO HEADER AND (10) 16d GALV. NAILS TO JOIST FL#25749 E - SIMPSON MIU4.75116 G <3455 LBS, U <210 LBS W/ (8) 3/4'" WEDGE-BOLT/JSOLT, 5" MIN. EMBED 16d GALV. COMMON NAILS TO HEADER AND (2)10dxl-1/7' GALV. NAILS TO JOIST FL#17241 WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3!4"=1'-0" # 1100 UPLIFT SIMPSON - HTSM20 W/1010d TO TRUSS AND (4) 1/4" x 2 114" TITEN 2 ANCHORS TO CONT POURED LINTEL # 19DO UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d 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 & Z' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=T-0" 6'-0- MAX (W/1X4) OR 1U-0" MAX (W/2X4) A - SIMPSON HUS28 G < 12DO LBS U < 1280 LBS W/ 1 4'" SIMPSON TIT N / " I ( ) 3I E BOLT JSOLT, 5 M N. EMBED (22)16d GALV. COMMON NAILS AND (8)16d GALV. COMMON NAILS. B- SIMPSON HUS28 G <2400 LBS, U < 1425 LBS W/ (2) 3/4'" SIMPSON TITEN BOLT/J-BOLT, S' MIN. EMBED (22)16d GALV. COMMON NAILS AND (10)16d GALV. COMMON NAILS. C - SIMPSON HGUS28-2 G < 2400 LBS, U < 1810 LBS W/ (2) 3/4'° SIMPSON TITEN BOLT/. -BOLT, S' MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. D - SIMPSON HGUS28-2 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4'* SIMPSON TITEN BOLTIJ-BOLT, S' MIN. EMBED (36)16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. E - SIMPSON HGUS28-3 G < 4800 LBS, U < 1810 LBS W/ (4) 3141 SIMPSON TITEN BOLT/J-BOLT, S' MIN. EMBED (36)16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. WOOD LEDGER C12 ATTACHMENT DETAIL SCALE. 3/4"=1' 0" (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d (G EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0-0" TO 30'-0" (1) "X"BRACE SEAMS) 30'-1" TO 60'-0 (3) "X" BRACE SECURE 2(8 PT. PLATE (1):W BRACE ® CENTER TO BLK W/ 12" DIA. (2)'9(" BRACE DIVIDED EQUALLY ANCHOR BOLT W/Z' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32'OC DIAGONAL MAX. . CHORD PRE-ENG GABLE TRUSS ��lNOT SECURE GABLE TO 2x8 CING, SEE P.T. PLATE W/ 12d.8" V FOR LOCATION STIFFBACK (AS PER O.C. MAX NOT BE TRUSS ENG) CONT. 2x4 SECURED W/ (2) 10d's EACH TRUSS TO BE INSTALLED CHORD OF 10'-0" O.C. MAX. ID ROOF TRUSSES aa 1x4 BTM. CHORD BRACING 6'-0" O/C J —END WALL OR OTHER MAX., OR 2X4 BTM. CHORD BRACING END TYPE CONDITION, IF 10-0" OR MAXSECUREO W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERsecnoNTYP. / 1 BTM. CHORD BRACING V SCALE: 3/4"=1'-0" 24 24" MAX. w/ WOIST 8" END SPACING 8" MAX. END w/I-JOIST TRUSS e ACIN TYP. TYP. P. SEE FRAMING PLAN END OF MA% A14)( MA% LEDGER BD. 1? IXP. (2) 2X6 SYP P.T. W FROM (2) 2XI2 SYP P.T. 3+4" IXP. BOLT/J-BOLT W/ Z' LEDGER BOARD LEDGER BOARD TO BOLT/1BOLT W/ Z' WASHER &51/2' TO BE USED 1. ENSURE THAT EXP. BE USED WITH I -JOIST WASHER & 5 1- MIN. EMBED. (TYP) WITH 1-JOIST BOLTS/J-BOLTS ARE PLACED MIN. EMBED (TYP) INTO GROUTED CELLS, 8" ALL AROUND BOLT. FRONT 2. SPLICE OF FRONTAND REAR LEDGER LEDGER SHOULD LAP A MIN OF `I Z ffl'. m� 3. ALLBOLTS TO HAVE WASHERS 4. EXP. BOLTS/J80LT5 SHOULD C2) 2X12 NOT BE ANV CLOSER THAN 6' SYP z 5.O = z � 5. ONLY LEDGER INDIRECT m � (2)2X8 CONTACT (REAR LEDGER) WITH REAR SYP PT4 CMU REQUIRED TO BE P T. LEDGER FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLT SIZE EN)SPACING CUMKSPACWG A DOUBLE SYP 2x8 12" 8" MAX. 24" O/C MAX. B DOUBLE SYP 2x12 (2) 3/4" 8" MAX. 24" O/C MAX. 10 JOIST WOOD LEDGER DETAIL SCALE: 3/4"=1'-0' SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END ' PRE-ENG D TRUSS SCALE:34"=1'-0 THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS 1 1 SCALE: 3/4"=T-0" A R C N I T E C T N Groin 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407.7746078 FAX: 407-7744078 w .abdeslgngmup.mm AA #: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:813486-2628 FAX: 813411W2802 'd 0111111111:1 suHalV. ae LOT: SILVERADO LOT# 5 BLK# 15 PltojECT# 03719.001-05151 xoaEl: JORDYN GARAGE 811IING: RIGHT PAGE: DETAILS 15 PH EXP. C SIMPSON H6 Wl (8)8d COMMON NAILS 2x STUDS SIMPSON F16 W/ (8) 8d EACH END 3 O GOOD SCREWS x 2" /- COMMON NAILS, EACH STAGGERED END EVERY STUD OR ON #8 WOOD SCREWS AS SHOWN EACH END OF "BUNDLE" x 2" LONG ® 3" O.C.; I OFSTUDS STAGGERED OFF - CENTERLINE ER PLYWOOD FLOOR 3l4" AS SHOWN SEE BOLT SCHEDULE, SHEATHING I 10/S31A 8"CMU WALL I REINF PER PLAN CMU WALL = R REINF PER PLAN PER ELEVATION L PER ELEVATION O 3F SCREW PATTERN LL 3 z SCREW PATTERN a0= (JOIST (SEE �`+) FRAMING PLAN) 0� PER ELEVATION .-- PER ELEVATION (2) 2x4 P.T. W/ BL.12 SYP #2 LEDGER. SEE 2x4 PT. CEILING 24+ M (JOIST (SEE FRAMING PLAN) MASONRY NAILS BOLT SCHEDULE, 10/S3.1A. NAILER W/ a 12" O.C. MASONRY NAILS SIMPSON SPH4/SPH6 BTM. 12" O.C. IJOIST LVL PLATE STRAPS W/ 10d x 1 1X2 FIRE -STOP 12"HDG NAILS SECTION DETAIL 1X2 FIRE -STOP SECTION DETAIL WALL / FLOOR FRAMING, AT I -JOISTS PERPENDICULAR AT I -JOISTS PARALLEL PARALLEL TO WALL �,�TO EXTERIOR WALL J SCALE: 3/4"=1'-0" TO EXTERIOR WALL (:�I-JOIST G SCALE: 3/4"=1'-0" NOT USED 5 NOT USED NOT USED 6 � PRE-ENG GABLE TRUSS 214 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT 0 PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) ® 24" O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD PERELEVATION BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE�NG ROOF TRUSS SECURE 216 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 12" HIGH W/ 12" DIA. ANCHOR BOLT Wl 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. MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE G BLOC SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14)10d BELOW FOR PLATE W/ 12d's 6' O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC.POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL TOP PLATE e0- PROVIDE BLOCKING • " SIMPSON SPH4 OR SPH6 BTM 12" GYP. WL BD. 0 AND TOP PLATE ANCHORS W/ x 1 12" COMMON NAILS SECURE ST. PLATE TO SLAB W/ FILL FILL ALL HOLES, DO NOT USE 12"x9" WEDGE ANCHOR W/ 2" CONT. 2x4 SECURED W/ (2) 10tl's EACH 10d x 3" WASHER SET IN HIGH STRENGTH A 8['1AR TRUSS/VVOOD POST CONNECTIO TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. EPDXY 5-12" EMBED. MIN. O 16' .r 1 Oa 10b 1 OCi OC MAX. SCALE: 3!4"=1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL ,< TRUSSTO POST CONNECTION O SCALE: 3/4"=1'-0" A- SIMPSON MTS-12 U <990 LBS W/ (14) 10d GALV. NAILS. • ' B-SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C-2-PLYSIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) 1/4'X3"SDS, (1) 5/8" A.T.R. TO HDU4 AND (10)1/4" X 2 12" SOS TO POST TRUSS CONNECTION L.B.W. 9a 9b POST TO SLAB CONNECTION SCALE: 3/4"=1'-0" A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA x 6' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10.335 W/ 5/8 DIA. x 6' EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/6' A.B. WITH MIN. 7" EMBEDMENT TO SLAB & (26) 16d x 2-1/T' NAILS TO POST, A A C N I T! C T E 6 Grouoi n 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesWngroup.eom AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813�886-2628 FAX: 813886-2802 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAIB W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" 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. 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 ENGINEERS REVIEW AND APPROVAL, 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE Zx 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'-U", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE & DESCRIPTION REMARK 1Q (2) 2X6 2Q (2) 2X8 O3 (2)2X10 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 PO (Psl) SIZE W (H' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 1 8x16 (1)#5 1 (1)#5 N/A GROUTED SOLID BB2 MASONRY 3000 8-8 (1)#5 WA GROUTED SOLID FLR BELOW r — 1 I I I I I I I i I I I I I 1 I I T-0" 8F16-lT/0M/OB II I I -- ---T r ------------------r--------------------------------- 1 ♦ 1 i 1 ♦ 8F16-1T/OM/OB 8F16-lT/OM/0B I 1 1 2 II ♦♦ 1 1 NO, PROVIDE 862 (8x8) 1 1 1 ♦ WHERE ROOF TRUSSES 1 ♦♦ II BEAR, TOP OF WALL, EL. 4# 1 1 ♦ 19'4", UNO II 1 ♦ ♦♦N 1 1 1 1 11 1 ♦♦♦ , 1 1 II I 1 1 ♦♦ 1 �--------F-------------- ♦ 0 �, III i II ♦♦ ♦♦ II ♦♦ O �I 1 ♦♦♦♦ ♦♦♦♦ 1 II 1 1 ♦ ♦ it 1 1 1 II ♦♦ll 1 II 1 ♦♦ 1 II ♦ 1 1 1 II ♦ ♦♦♦♦ ♦ m ♦♦♦♦;e 1 II ♦♦♦♦ II N 1 ,� �qI I' BF16- ♦^ 1 ♦♦ ♦ N I 1T/OM/OB ♦ 1 1 j ♦ ♦ I� _ rill Ell ♦ 0 i ♦ 1 1 ♦♦ -------- 1 1 T-O- 1 II 1 1 1 1 4# I j II 1 j 1 j IGR8 1 1 SF16-1T/OM/OB _ SF16-1TIOM10 1 T-O" 1 GR2 A _ 1 j ♦♦ �-------- FLOOR ---------- BELOW 1 T ♦♦ 1 o 1 1 ♦♦ 1 1 1 I I LFLR I MAR BELOW J SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-O" A I C N I T N C T S 6 Groin 441 N. RONALD REAGAN BL% LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwW.abdesigngmup.wm AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH:813486-2628 FAX: 8134W&2802 BIIIIIIIIIO FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 12" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d 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 (41. 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 718" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM V-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 STM. 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. 1 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. r______ BELOW —---__- I I I I DIAGONALS FOR BOTTOM CHORDBRACING 0 20'-0" O.C. MAX (TYP.) IAy 1 I -= J5R I = J5R I lA � I I I I to I I CJ3- I I I I I I yes I I I FLR BELOW ROOF FRAMING PLAN SCALE: 1 /4" = V-O" MAR 0 A R C R I T[ C T E 6 Groin 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078- 7abdeslowoup.00m AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:8134NW-2628 FAX: 8138862802 anmm�o 7 BUDDIV. de LOT: SILVERADO LOT# 5 BLK 15 PROJECT/p 03719.001-05151 MODEL: JORDYN GARAGE 81►WC3: RIGHT PAGE• ROOF FRAMING PLAN & NOTES 150 H E C ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32' STRUCTURAL SHEATHING EXP 1 (4020), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/3Z' STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM 10d RING SHANK, 2 12" 0.131 Fi667 SCREW SHANK 170,000 RING (16-20 RINGS RSRS-03 80 RING SHANK, 2 3/8" 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 SO RING SHANK, PNEUMATIC 23/8" 0.113 F1667 SCREW -NAILS RSRS-O K/N-It—l—b ROOF SHEATHINGS EXTERIOR SHEATHING USE 10 COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS ATV O.C. AT PANEL SIDES AND Bd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL U BUNJJINGLENUIH U x ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ZONE 1: 1Dd NAILS @ 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 211, 2, 10d NAILS G 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r: 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD 8d RING SHANK GUN NAILS Q 4" O.C. TOP & BOTTOM EDGES „ li - n Z w Z O Dw Y z = U NO 2� NOTE GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 16"O.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING @ 16' O.C. FIRST 4 BAYS W/ (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 1. RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING �#8 Z' DECK SCREWS "@ 6"-8" O.C. MAX EDGES & 1Z' O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYR 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS f wP RGGF /I�=�F FASTENER SCHEDULE VNNDOW AND DOOR BUCK FASTENERS FASTENER ttPE SPA4YNG REMMN.S APPLIGIION aZE TYPE SPACRIG 1> Pr FlMMNG To MASONRY/GONG. CASE IYJiofNIDCOIL NMltt?LONG. GAAAOE p00RBUpc OMP9tNIRYA:ONC. t/r pA NO WASHER TAP�NMA. Y FASTEYER �� tt?EMBEp..a ENJ pSI.. 11?EDGE dsr. SGD,AL. EXT.WPi9 CASE HAROENEOOOIL PGA: NOOWYCOOW FASTENED GARAGE DOOR BUCK GM' qA OR 1?pA. EXPANSION Bp.T t6'OICrEMBE0. 4"ENOOIST., x Pi, SEE NOTES NALt tR'LONO. sT AGCFAEO INTO MASOwrvx:ONC. TO MA60N , 34'aCI1—N 3'E F-T. wlNpow eua P/.cE HAROENEoopL s•oA; VANoow'000wFASTENm METu sTRAR TO CONTACT THIS ENGINEER FOR SPACING x yr LONo. srAGGERm INro MA�Mvn»NC. MAsoNRrlconc. REQUIREMENTS E%T. SNINO OOIXE M.18W WA51&A RMOCtr FASTNFA tA- t1?EMIEp SETYP. pST., t t? ETY:E pal. NONBFAtING WOOD WALL TO HNC. STAB T E%PANSIIXI NOC W/ WASHER PT TO TEF N . Ot3S°PAFx21/T POC r@W. p3T..11? STEEL COL, SEE 9TAGGEREO EOOE qST. NOTES NOTESI T. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS WINDOWS AND EXTERN SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA OR 3, ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALLBE HLTI 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 NCA OR THE SPACING DETAILED ABOVE 6. VMNDOW AND DOOR BUCKS SHALL BE AS WIDE OR WDER AS THE DOOR OR WANDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A W30D DOOR FRAME. 1. MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED VW TAPCONS OR PAF TO THE SUBSTRATE. GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33C33M. MAXIMUM AGGREGATE SIZE SHALL BE 3/C STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2D20, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERE03N'. 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 4OM02-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 64#L CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANEUNDER ALL SLABS-0NGROIMD WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS_ SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOVVN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020 7VI EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NO STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2, STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2_ IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS VVITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS, WELDED WIRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION THE CONTRACTOR SHALLSTRESS-GRADE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WARE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESSRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A61M615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS- DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, -DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION' ROOF: LIVE LOAD FLOOR LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 5 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD -na--un t REVIEW TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36' WOOD TRUSSES. 10 psf BTM CHORD -—oncurrent #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 38° x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE VMTHANSUASCE 7 88: 1990, 15 psf TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. Pt Psf 70 BTM CHORD 5 BTM CHORD THICKENED SLAB BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WAND UPLIFT: 10psf MINIMUM 101NCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 020) EXPOSURE C, RISK CATEGORY Ip INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE'. 10ps1 UNINHABITABLE ATTIC WITH LIMITED BIT BLE ATTIC LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 3TS: BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: GUARDS AND HANDRAILS: GUARD COMPONENTS. SOOM PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL N SUE, VEHICLE GARAGES: SOpsf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30ps1, STAIRS: AGE OM: 4 PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION aopsT MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY VVITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 6' TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATK)N: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAIUNG 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 TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM G270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILLCMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 36 km FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 kv. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 Lai. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS VWTH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED NIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL THE TURNED ELEMENT. BOLTS ACCORDSTM 25CEWIM BOLTS CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5'N- PRIOR TO THE ADDITION OF PLASTICIZER IN HETURITHWASHERSUNDER SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318AND ASTM C9404M OR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JAOLTS ARE TO BE STEEL. ETC CONCRETE TICKETS SHALL BE TIMESTAMPEDWHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM W14EN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REOUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A TFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-1/r FOR #5 AND SMALLER 2' FOR MI AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 14/2* FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS MAR 0 A E C E I T E C T 8 GroulLL . i44i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 W W W.8bdE81gngrOUP.COff1 AA 9: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813-B862W2 anmmio stmDIV. & LOT: SILVERADO LOT# 5 BLK# 15 PROJECT/# 03719.001-05151 MODEL• JORDYN GARAGE FINING: RIGHT PAGE: DETAILS 150 MPH EA. C lw © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX 7D STAPLESINSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIA /J-CHP }" MAX. DETAIL A FASCIA 7O STAPLESINSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS (2)STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL (D HEM AND IN VALLEYS 1 STAPLES INSTALLED t@ IL 12" O.C. MAX (INTO O(7DWOOD) IN J-CHANNEL SLOT 2X2 WOOD BATTEN 10 TAPLESINSTALLED 7D THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #6X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. J" MAx-0I I — DETAIL D O STAPLES INSTALLED- J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT --'—I ® J-CHANNEL-/ J, 6 DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION -SPAN 'L'-n. I. -SPAN 'L=. SEE DETAIL WA ' SEE DETAIL 'E" - EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTE:1) O:OFFIT-7=4 SEE DETAIL'D' SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END lV BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSS/JOIST/RAFTER / BY OTHER 2-1/4" EMB. X2 WOOD BATTEN DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHO 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO (2)STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN @ O SO' tLO INSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24"MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL ST OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) Q3 J-CHANNEL J, DETAIL C J-CHANNEL BY OTHER NSTALLATION SCREW, 2-1/4 BATTEN ATTCHMENT EMB. FASTENER SPACED 24" gO MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 70 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. tiii=..•�� iitl�....- 13.519 iil-ii t• i EAVE WIDTH • lllti. l illlllt 375 375 (ROOF-•ltlit• 4 3.625 3.625 .3. OVERHANG) xt 5 \ 08 .03 12 �-CONCRETE;jai OA CMU OR WOOD %-�V (NOTEA) DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 A R C N I T E C T S 6 GroLUSPRE 1441 K. KVKlLLU KUilaFllY 6LYV. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wwwshdesigngroup.com AA #:.003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813586-2802 9111111111E sXYBDIEV. at LOT: SILVERADO LOT# 5 BLK# 15 PROJECT/ 03719.001-05151 MODEL- JORDYN GARAGE SIFMC RIGHT PAGE: SOFFIT DETAILS 150 MPH FAC rtk,, vlue)