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HomeMy WebLinkAbout6624 Cobble Bliss St99 99 2795-_u_'0'�A_MDEN-1 DRH ORMN ?1� � & 12602 TELECOM E )RIVE, TAMPA, FL 33637 T4ml= (813) 740-9720 Fax- (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: 813 740-9715 ( ) DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS ."AMgp1l = con, R�pOuy, CH == (2M7) wL IACai AND �,A,I,g CODig9 -OCCUPANCY -RESIDENTIAL GROUP R3 •CONSTRUCTION TYPE - VB •11IN. INTERIOR FINISH — CLA33 B .BASIC HIND SPEED — Vuit=150 MPH Vasd=I16 i(PH :EXPOSURE _ B •1-STORY RESIDENCE •2—STORY RESIDENCE — 10. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE LAV. A/C AIR CONDITIONING LUM. ADJ. ADJUSTABLE M.C. ALT. ALTERNATE MFR. AMP. AMPERAGE MIN. ED. BOARD M.T. CL CENTERLINE MTD. cAB. CABINET MIL. CEILING N.T.S. CLR. CLEAR O.C. CONC. CONCRETE PL CPT. CARPET P.B. c.T. CERAMIC TILE PH. D. DRYER PLT. DBL. DOUBLE PRYWD. D.G. DUAL GLAZED PR. DLl DIAMETER P.T. DIM. DIMENSION R DIM DISPOSAL 'L DP. DEEP R.A.G. DR DOOR REF. D.S. DOWNSPOUT RM. OTT. DETAIL R.O. D.W. DISHWASHER S.C. EA. EACH S.D. ELEV. ELEVATION S.H. EQ. EQUAL SET. EXH. EXHAUST SHTHG. EXT. EXTERIOR SHWR. F.G./FX. FIXED GLASS SIM. F.G. FUEL GAS SL. LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM METAL THRESHOLD MOUNTED METALrAL NOT TO SCALE ON CENTER PROPERTYLINE PUSHBUTTON PHONE PLATE PAIR PAIR PRESSURE TREATED RISER RADIUS RETURNAIRGRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING DATE DESCRIPTION 0SOM/15 CONTROL DATE ARCHITECTURAL SHEET DESCRIPTION ft/f5/NJ ADDED 150-CNGNG EINEERI PG Cl—COVER SHEET PG GN—GENERAL NOTES PG Ai —FLOOR PLAN PG A2F—FRONT AND REAR ELEVATIONS "F" PG A3F—LEFT AND RIGHT ELEVATIONS "F" PG El —ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG Ml—MECHANICAL PLAN PG DS—DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL LISTING PG WAl -WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS 01/25/19 ADDED OPTIONAL PENDENT LIGHTING AT KITCHEN l/!5/19 FIXED DIME:NNSIONB FOR 81UDT AND DINING ROOMCLG. /02 REVISE SGPT CALCS 10/14/19 UPDATED LED LIGHTS PER DR HORTON 10/30/19 UPDATED LED DETAIL BUBBLEN3 PER D.R. HORTON 11/08/19 ADDED FOUNDATION ON GARAGE BEARING WALL 0 AMW UPDATED SIMPSON CONNECTORS I.L.O. USP 2FAMW ADDED 150-D ENGINEERING • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 Av4w REMOVED STONE CAP NOTE ADDED FOAM CAP ON ELEVATIONS I SQ.FT. CALC. S BEGAN ADDING ELEVATION INTO LOT REQUESTS AND MASTER SENT ROOF PACKAGE TO TRISB ENGINEER FOR TRU89E8 IST FLOOR LIVMG 2036 SQ. FT. GARAGE 61% SQ. FT. ENM 65 Sa FT. COVERED LANAI 193 SQ. FT. 3/9/20 ADDED FRONT ELEVATION F' PER DRHORTON ,/14/A® CHANCsED ROOM NAMES PER DR HORToIv A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 TOTAL 3,713 SQ. FT. FIN FLOOR STD. FIN. FINISH STD. FLUOR FLUORESCENT SWS FR_ D. FRENCH PTG.R FOOTINGDOOR TEMP. GA. GAUGE THK GAR. DISP. GARBAGE DISPOSAL T.O.C. SLIDINGDARDGLASS STANDARD SHEAR WALL SECTION THICK TOP OF CURB PG WA6—WALL ASSEMBLY DETAILS Fax: (407) 774-4078 C.F.I. GROUND-FAULTCIRCUIT TO INTERT.G.S. GL. GLASS TYP. TOP OF PLATE TYP OF PICAL AB TYPICAL STRUCTURAL SHEET DESCRIPTION PG Sl—FOUNDATION PLAN PG S1.lA—DETAILS PG 51.2—DOWEL PLAN GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPORPROOF I.'- HEADER W. WASHER HOT. Hl INSULATION IGHT WD. WITH DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. INT. INTERIOR WDW. W/H W.I. WINDOW WATER HEATER WROUGHT IRON PG 91.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S2.IA—DETAILS PG S3-FRAMING PLAN 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 PG S3.lA—DETAILS PG S3.113—DETAILS PG SN1-DETAILS INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'a IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TADS NO RESPONSIBDITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI'B HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. I R C R I T R C T 0 6 GWon 41 N. RONALD REAGAN SLY LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdosiolgroup.com AA 8: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813SB8.2828 FAX: 819.68&2.2 BU13DIV da LOT SILVERADO LOT #21 BLK. #10 PROJECT# 03719.000-21101 MODEI.4 2795—F GARAGE AWING: RIGHT PAGE: COVER SHEET 150 MPH EXP. B /Ammv V4s•Ji t PRINT 8/20 DATE /03 NSCAL C. 1/4"=1'-O" 01HEET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) 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 CHAPTER 3, SECTION R301.2.1.2. 31TE WORT( 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 HERERSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5 THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK, 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6 OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORT'S 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 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.3/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN CINCH GYPSUM BOARD OR EQUIVALENT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %: THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING, ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF T- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED T RMITICIDES INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION, UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. S. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFM/ALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7, SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO 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 SECTION P2603.2. EXTERIOR WALL COVERMOS 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 TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FNiEiHES 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. Z STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063.1IA & 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 -15A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 112" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I 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, 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) 6th EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. A C N I T E C T S GroVUVOU 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407.7744078 www.abdeslgooup.com AA N: 0003325 III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.866.2628 FAX: 813-886-2802 lanmmi� i9VBDIV► se LOT: SILVERADO LOT #21 BLK. #10 PROJECT# 03719.000-21101 MODEL• 2795-F GARAGE OWING: RIGHT PAGE: GENERAL NOTES 150 MPH W. B PRI1NfT 8/03/20 awTE: SCALE: 1/4"=l'-O" EIIEET GN COVE E 9'-4' CLG. In n M 9'CAM ------------------- I - I � I I I i I I A I I I AI I I I I I I I flag II II • j GREAT I 1 1 • TYFII 9-OR MY I i I i I 1 -- I 2® I _ I B I lISfCM W-4' CLG. h IAlI ----- --- --- c_ .=3 Im -Im' -4' -----------JD .a v -F sa DIIVI 1 I I I ROOM I AI t 3 � TO 9'�Y I _ t T( of OPT. i PT.1 _ Q lr I I I I 1 I I I i 111 W I I I 1 1 L------------i I 1 1 ip 5' - I I' 5' • I' - 12'. 1. BDRM3 T-4' CIA BDRMl � lari- o�IEEEEI'o opppEl v t/ j 6 n Oc0 /' `BOLLARD ( FOYER I AS REQ. PER I BLDG. CODE ��p, 1 I 18' •®'YQT.GO. I 11' - 4' a � _ I I _o l I A r r------------------� I I I BEDROOM I I I — I 1 L---------' I 1 IR-ISH WG 6m• � TUB s 42- H. 1/2 UA41 CAT. 11 SAPEI GLA66 ABV. r I L CLOSET Dori ATTIC I BATH 1 5' / r � I EN�cL OSURE ATH 3 j 1A ee DooR F I °' I J�Ziuvc) MULT1-GEN BEDROOM I 9'•4' �GY TYF TO 18'•� c.Lcz 2-8 I I I 5�_6, •B I I I 13'_8• I 9 in--------- IR-ISH 0 CEILING 2'-12'-II^ ILL 1 11 I 11 MULT1'm I s I CmL� V-o' TRAY CEILNG I I 0 I I SW I 1 9'-4' CEILING 9 _ b Tear —1 ATTIC I — J s GARAGE 16'-m'xl'-m'-OFID. -------------------- HB VENEER n in FLOOR PLAN NOTES • ALL OMENS[" ARE FROM PACE OPT W BLOCK WALL OR EDGE OF FLOOR SLAB) TO FACE OF WALL 6TUD UN.O. - ALL INTERIOR WALLS ARE 3 A' UNO. - DRYER VENTED THROUGH ROOP (V . NOT SCREENED. - AIR COMPRESSOR SET ON 44•X44' POURED CONE. PAD. PAD BOOM 6' PROM EDGE OF STRUCTURE. 6HEET ON FOR GENERAL AND STANDARD BUILDN6 NOTES. . ALL HABITABLE ROOMS TO NAVE ARC FAULT CIRCUIT NTERRUP(ER - ALL RILL MONT MLOCK WALLS 0E7UREN FILLED CELLS WTHOUT OPENINGS ARE SHEAR WALLS. FLOOR PLAN SCALEI 1/4' " I'-m' IEEEEEEEEEEEI C/39�/J7L/iI MON SQ.FT. CALC. S IST FLOOR LIVING 2,836 SQ. FT. GARAGE 6ts SQ. FT. ENTRY 65 SQ. PT. COVERED LANAI IS3 SQ FT, TOTAL 3,113 SQ. FT. C M016R AID CUACOID MID LOADB NO IIID WPOEEIE FOR 31100M OIXIS mom NvTvE a OOTAGE ME >bOWH M MM IBMR.B MIN. WINDOW IV 5 243/-32B CRITERIA EXTERIOR SWING 18 5 23A/-30.1 DR MIN. CRITERIA SGD. MIN. 41 5 22.1/-410 CRITERIA 16010 0.14.0. 112 5 20S/-24.% BASIC WIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 14--9" PRESSURES HAVE BEEN MODIFIED PER FBCR STH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. ommagLom SHIM AND SECURE RADIUS CORNERS, SEE COUNTER TOP PLAN VARIES MATERIAL TO CABINETS. BRACKET 4 INSTALLER SHALL BLOCKING INSTALL PLAT ELECTRICAL BOX zc MBAR REINFORCING AT ENDS OF PARTITION ARIE KITC.11EP1 C Q4 BRACKETS A9 WALL �INET NECESSARY. 2'X6'X35-I/4' M LOW WALL = 2'X6' STUDS • 16' O.C. DR'TWALL A TYPTS CABINET SECTION OPENING DTL. B SCALE: I/2 " I'-m' A E C N I T E C T! 6 Gr u10K 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774 6078 FAX: 407-774.4078 www.abd•signgroup.com AA B: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813886-2802 BU13DIV. & LOT•. SILVERADO LOT #21 BLK #10 PROJECT# 03719.000-21101 MODEL 2795—F GARAGE BII/MG: RIGHT PAGE: FLOOR PLAN 150 MPH LV. B C ='RAT DATE 8/03/20 OCALE: 1/4"=1'—O" 8HEET Al SHINGL'. 6' LAP V-4' BRG. HGT4 OECC S 0'-0' FIN. FLR) 0'-B GRAD (MIN 9'-4' BRG. HGT. 0'.0' FIN. FLR 0'-S GRADE FRONT ELEVATION TEXTURED FINISH NOTE. WALL FENESTRATION FLASHING AS PER FBCR R103A STONL V 1194M TO BE INSTALLED FLR MANUFACTURE" SFECIFN:ATIONS, REAR ELEVATION TEXTURED FINISH AREA OF ATTIC = 3972 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA = 3972 /300 = 13.24 VENTILATION AREA X SO. INCHES PER FT. (144) = 1906.56 SO, IN. MIN. REQUIRED VENTILATION = SX L906.56 IN UPPER PORTION OF ATTIC - 953.28 SQ,IN. OFF RIDGE VENTILATION AREA = 115SQ.IN. PER VENT 953.28 /115 TOTAL# OF VENTS REQUIRED = 8.28939 TOTAL# OF VENTS PROVIDED - 9 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) 4' BRG. HGT. CAP -0' FIN. FLR. -8' Gib€ -(MIN.) 9'-4' BRG. HGT. 0'.0' FIN. FLR G D (MIN.) -- - - - - - - - - - - - - - - - - - - - - - - - - - - - -- ISIMPSON STRAP I PER DRAWING FRAME OUT 1 (2) 2X8 BM PRE-ENGINEERED I TRUSS � � " I I (2) 2X8 P.T. SM W/ }' FLITCH PLATE 1 I ( GCRBEL I SEE DETAIL B/AW 4x4 P.T. POST 9 1 FRAME OUT 4X4 I'-4- I POST I I O4 I I I I I � � a I I I I I I 0'-0' FIN. FLR \ — - - - - - - - - - - - - - - - - - - - - - - - - - - - -- COLUMN DTL. A SCALE: 1/2' . I'-0' ---------------- \) CORBEL 4 TRIM FOAM I CORBEL r ROUND r d' TRIM. RIFT IN FIELD) ( 7- SIDE VIEW FRONT VIEW 1 �)g BEL DTL. ALE: I' . I'-0' A E C N I T E C T 8 Grouper "I N. RONALD REAGAN BLV LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774.4078 www.abdosigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 8439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886.2828 FAX: 813-888.2602 SUSIDIV. do LOT: SILVERADO LOT #21 BLK #10 PROJECT* 03719.000-21101 MODEL 2795-F GARAGE SWING: RIGHT PAGE: FRONT & REAR ELEVATIONS „F„ 150 MPH E . B awe 8/03/20 SCALE: 1/4"=l'-0" SHEET A2F OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT 2 51 1 V-4' BRG. HGT. / \-- 1 4"B'-4' 5RG. HGT. F-1 I 'I El L-11 E El 0'-0' FIN. FLR _—__—_—_— —_-----------_—_— _—_—'—_—_—_ —_—_—_---_—_-------- 0'-8 GDr— - LEFT ELEVATION TEXTURED FINISH STONE VENEER TO EE WTALLED PER MAMPACTU N" 6PEGPIGATION6 OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT n 5 V-4' 5R3. HGT. 5'-4' ERG. HGT. FOAM CAP D Lj Li 0'-0' FIN. FLR _-_-_-_-_-_- - _- _- - 0'-0' FIN. FLR lM NJ - - __ __ __- '-'-------------_---_---' 0-8'G DE CM RIGHT ELEVATION TEXTURED FINISH STONE VENEER TO W WALLED PER MAM,PACTURER'6 WEG84CATI" A A C N I T A C T 8 6 GroulL�. 441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.eom AA #: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886.2628 FAX: 8134186,2802 OIIIIII�II 9111N11113 BUDDIV. ae LOT: SILVERADO LOT #21 BLK #10 PROJECT* 03719.000-21101 moDEru 2795—F GARAGE 811111INOI: RIGHT PAGE: LEFT & RIGHT ELEVATIONS . F„ 150 MPH/W. B IS, ELECTRICAL LEGEND SYM. DESCRIPTION rt)~ STANDARD SWITCH -4 -WAY SWITCH •9 -WAY SWITCH 4 DIMMER SWITCH H8 PU844 BUTTON ISCONNECT T HERMOSTAT INGLE RECEPTACLE (125v/10-AMP INGLE POLE) =0 ICV DUPLEX RECEPTACLE ICV DUPLEX RECEPTACLE (EQUIPPED ITH GROUND FAULT NTERUPTER/TAMPER RESISTANT TYPE) I0v DUPLEX OUTLET (HALF OF OUTLET IRED TO SWITCH) 49: EXTERIOR WATERPROOF/GFI RECEPTACLE (GROUND FAULT NTERUPTER) ICV QUADPLEX RECEPTACLE ® ICV DUPLEX RECEPTACLE (FLOOR 'IOUNTED) 20V RECEPTACLE (4 WIRE CTOR) I-Q ALL MOUNTED LIGHT EILING MOUNTED LIGHT L ED CLG. LIGHT DENT LIGHT LOOD LIGHT ALL SCONCE PRE -WIRE T FAN WITH LIGHT (I CFM PER SQ. PTa Dom$ BULB LIGHT FIXTURE pnm BULB LIGHT FIXTURE AncoanBULB LIGHT FIXTURE ' TRACK LIGHTING ATTIC LIGHT WITH PULL CHAIN DER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) ® 'x4' FLUORESCENT LIGHT (SURFACE OUNT) x4' FLUORESCENT LIGHT (RECESSED) x O CESS LIGHT • CESS LIGHT (VAPOR PROOF) EILING MOUNTED LIGHT WITH J-BOX R OPT. FAN LECTRICAL PANEL (FIELD VERIFY OCATION) I� -BOX (WALL MOUNTED) (CEILING MOUNTED) G MOUNTED FAN AN (l CFM PER 50. FT.) JACK DETECTOR (CEILING MOUNTED) 37TVJACK / R MOUNT ) S OPENER ORT LOCATION OF Tv JACKS 4 PHONE OUTLETS 4 FANS TORE VERIFIED • HOMEOUNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER TABLE MI501.4 OF FBCR bTN EDITIOb (201V • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-INTERUPPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WIRING METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 30OA(5X2) ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE • ALL LAMPS SHALL BE SELECTED BY BUILDER AND '15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER FB.C. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2011- bth EDITION R404.1 ----------------------------- COVERED LANAI j PRE -WILD CLG PAN I I I L I I / 1 j 1 W2 ------ ` -- \ r----------------- 1-.j-\\ I 1 V GREAT ROOM I / i I ' I "a PRE -WIRED CLG FAN CL 1L I \ If ``\y--JI - — — — — — — — — — — — — — — - - ----DINING 1 ROOM II 1 I I II j CLG FAN I j PRE -WIRE L- - - - - - - - - - - - BEDROOM 3 V PRE -WIRED CLG FAN I 1 1 I � I FTf oM4 ELECTRICAL PLAN WALE, 1/4' - I'-0' CAFE Q FIXTURE 1` f le (91 // / 8D CO 4'-0' Ij 4'-4' T' I- L LAUNDRY — j I t — — — — — — — — — — — — — — BEDROOM 1 j I I I I I I / PRE -WIRED CLG PAN T MULTI-GEN BEDROOM \ I I I I I � I I / I PRE -WIRED y I� i f CLG: FAN M '_--IIC•J cy---------J -------------- - r - _(2)80/co - I \\ LPIVLA(—VGLN SUITE I ` loci' _ u � I \ I CLG FAN � L-----------J GFI • 44' ! / � AFF. ! I _'tr GFI • 44' BOLLARD ! I AFP ASREQ. ! I L- - - -j DGPER ! WALL MOUNTED CODE ( / I LIGHT W/SWITCH IN / I ATTIC I / 3—CAR I / I GARAGE I I \ CLG. `\ GFI OUTLETI CLG. GFI OUTLET FOR OPT. I FOR OPT. \GARAGE DOOR I GARAGE DOOR \\OPENER 1 OPENER `PB. FOR ♦ 1 CHIMES \\ 1 GFI IRRIGATION \ 1 OUTLET \` 1 WP 1_/ - - - - - - - - - - - - - - - - - - - - - OPT. OPT. Pi. COACH COACH LIGHT LIGHT W P Panel MAIN -A PANEL: 8A6wp W.breeker VOLTAGE: 120/240V-lPh MAIN: 150 Amp M.C.8 FEEDER: 3-Ni Cu THWN & 1- #6 Cu (G)in 1 1(Y C. OR 3• 5210 AL THWN & 1. #8 Cu (GI In 1 IFP C. YIq, reN ab Gaa en W,m CIttuD CM•utt WabI _ Ma rob Wln Al2 t m EaMgf gGFlm lllG 120o i 2 g mz : m hXgalN Fgnv tom a 8 4 a , 6 48N /C C.U-1 3p 2 Alo B PANEL -A PANEL: 42 cd, bleaker VOLTAGE: 120 / 240 V -1Ph MAIN: 150 Amp M.L.O. FEEDER: 3-k1 Cu THINN & 1. 96 Cu (0) In 1 W' C. OR & 10210 AL THWN & 1. #6 Cu (G) In 1 i/F C. " POI, al• DNxi wam okouh Cft t w— o mn akr Poq Wln r12 1 m SmN Iqm 1600 1 2 fieN Sp 2 N a12 1 m Ntroww/FbeO OF 18m 4 1 m Smtl App6,K• 16m 6 8 46m mrHKhr 25 2 a10 a12 1 m x 1- 7 8 %12 I" t m Im RK• KIKAFCI — 6 io Imo Oq Na 6FI m 1 Al2 a12 1 m can GFI R« N• 12m 11 12 160o nwK.GFI 20 1 r13 i12 1 m F x/!qN/L• AFCI 12N 13 N ao6o filarGFl 3a 2 A10 AN 1 m w•a=.ltlNi L MF AFCI No 15 16 3 c• ti 19 15N w.WGFI m 1 M2 MI 1 N SDd C/GAFCI No 16 m tmo •poor GFI m 1 N2 r12 1 m 1300-1-hr2AFCl 12ro 21 22 11W IEaMat1•dmu KIK AFCI m i a12 6 2J m 14 26 m m D7rn•h 6d1• AFCI G'Mla'6 BYngom AFCI 15 1a i i aN AN em 27 m tob0 Kac•ron C �" m 1 Al2 9 26 Jt Jo az 'm a km cxatlt 8 20 1 N2 • 33 38 N JB 9 9 • N 2 H 3 • AA: 1 ra KVA a6616 Mm Jl N a8 N 6 • S K• 41 42 S K• Lao •u afo tlan.Ngtmc4kuMbnr lYn 164N 2]NO L•tl• NbmmelKtx catWNomr/IM D.—d F.ct., u ABBREVIATIONS: ArCI: ARC FAULTCrnLTwnerwwlER NC: NGNCOb4CpEMLOAD al: GRL%MFALLTINIEwd VR Tax lNe s,IN•t1 e• eanxagtla1 4— ' FM110mo wN•a im1L 1Noo .—Aymlgab% ta240 Taa AK btl NM to%brMw LOAD CALCULATION IS 9ABED ON A'C NONCOINCIDENT LOAD Taa Cemutla LNe WO, 3ao4o r•sa q/z4owxs Ina Ganardl LichenLichding & Rmoaptacts Load Taa Aicr ow Fax 2795 a•nxa u•dRKSW/ .fl. 83&5 H4Na• 1 at BSW&i N of 1009E 85 iaa GxwN u Ns m mt (Waq 8450 LED LIGHTING LED LIGHTING ---- -� C SINGLE LAV. @ SINGLE LAV. -A' hR1LTl-GEN BEDROOM BATH LAUNDRY ROOM BATH I � I -'----------- - --- ov" I -------------- LED LIGHTING LED LIGHTING @ DOUBLE LAV. @ DOUBLE LAV. BEDROOM 2 AND 3 BATH BATH I PROVIDE 31/0 CU. TWW • 1% CU IN 2' CONIDDUIT OR 3 44/0 AL, THWN • 1% CU IN 2' CONDUIT OR 2/0 AL. SEA (CONDUIT TO TERMINATE ABOVE SOFFIT • OVW0404 s.) 150 AMP ELECTRICAL RISER NOT TO SCALE. COMMI.TION SERVICE B0 AMP DISCONNECT SWTCH AND R0/240 VOLT GEAEIIAL NOTE6t M ELECTRIC METER IN A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NOMA 311t ENCLOSURE COMPLY WITH ELECTRICAL PROVISIONS OF THE PBCR &U4 PANEL EQ171ON on). LOGY- CODES, AND ALL LOCAL POSER COMPANY REGUIIIEFENTS. B0A/2P a ALL CONDUCTORS 614ALL BE TYPE T1,1144nWN UNLESS NOTED OTHEMAGE. METER rItLEPHLNE SERVILE CAS S TELEVISION FIELD VERIFY E+TIeAt4ca � � ENTRANCE EcuUPI[PIT EQUIPP ENT LOC. PONIlR COMPANY TAR INTEReI aTSM DONDIN11 TEp'IINAL AT LOW GRADE VOLTAGE CON NICTIONS PROVIDE END AMP. 20/240 VOLT, I PHASE SECONDARY-- 114 CU eERVCE GROUND C.OMECTED TO ELECTRICAL SERVICE. PROVIDE 3 M COPPER (CU) IN GENE ENCASED FOOTER STEEL PER 1.112" PIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 ELECTRICAL PWA&l21'b OF THE PBCR 6W 1210 ALUMINUM (AL) IN 2" CIA SCHEDULE 60 PVC EDITION (2011). CONDUIT UNLESS SERVICE 16 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC 6/a" DIA X 6 FT LONG COPPER CLAD GROUND ROD CC'IPANY PRIOR TO BID. iRCNITECT>s lmsou'. 41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdeelgngroup.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: 813$88.2802 amium� SvsDIV ae LOT: SILVERADO LOT #21 BLK #10 PROJECT;At 03719.000-21101 MODEL 2795-F GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN IISM50 MPH DR. B P DW 8/03/20 SCALE: 1/4"=1•-0" SHEET E1 HB I I I I I I I I I I � r — I I Li LJIL�jr 22'-2' I I 12'-6' 12'-11' '-5 9 wc. 42 x 1 b0' TUB I ry 010 I I � _ F I I I r AV. LAV.9, X-2 � I 9 2'-9' 5'-S' 4'-S' -77" OPT I � ------- -----_� --- - _ REF. m 9 1 II I I Q Q1 Y � I ?' iOPT II o i I F- KITCHEN J SINK Uv VENT LL—AUTO 2' VTR 2' VTR 20,-3, I 1 29'-9. _ I IIR' 11!2 2 2' VTR 2 � i 3. I 2 2' Av I I/2 21'-9' 2'•6' _ I_ 'L' 25'-9' LAY 2. VTR 2' VtR 1/2 11/2' 2 1 1/2 IX 2 3. TUB 3 LAV i LAV Aur bINK I/2' 2PFtE-� 3' LAV 2, 2' 3, 2 L.T. LZ 1 / 3 2 2 I 3 MG. � BfNUR SNUJ>R 2 O 4 3 LAV SWIG co J I L J TO ®I _ _ - MAIN ° J PLUMBING RISER 6'-10 20'-2' "a m I = N _ v I I I I I we PLUMBING PLAN Br -ALE. 1/4 ° I'-0' "AxCN IT ICTi� 6 Gason 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774-4078 wwwAbdeslpWoup.com AA N: 000332E DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 819888-2828 FAX: 813.688.2802 SILVERADO LOT #21 BLK. #10 PROJECTIP 03719.000-21101 MODE 2795- F GwRwGE 8WING: RIGHT PwaW PLUMBING PLAN 150 MPH EXP. B HVAC NOTES I. ALL MECHANICAL EQUIPMENT $HALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL. BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER POO 6TH EDITION (2011) MECHANICAL SLOG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3J 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET D. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER PBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO PBC 6TH EDITION (2011) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. 8, ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINCsB AND WALLS SMALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND PBG 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL, PANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE• SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL SECURE STRAP TO CONC. CONDENSER PLENUM q y AIR RETURN W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES AIR HANDLER y . wSSECURE/4' SHSTRAP 4' �� SLAB TL. SCREWS TO UNIT W1 (2) EXTERIOR WALL y 3/4' PVC CONDENSATE ORAN LINE CONDENSER UNIT EVAR TRAY y PVC SLEEVE TO LINES BELOW SLAB CONNECTION TO PAD T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT NOTE: MAIN COND. DRAIN 3/4' DIA. TRAP DRAIN LINE AND TERMNATE OVER HEAD • 12' FROM STRUCTURE IN AN APROVED ORAN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 301.2.4 HVAC DRAINS COUNTERSUNK SCORIATED NICKEL FIN. FLOOR CA. PLUG BRONZE FL. PL. OR WALL 6° � SEE SPEC. 1'-8'X8' CONC. B A86 PLUG I FIN. GRADE, OR PAVING FITTING OR EXTENSION TO SOIL OR WASTE AS FITTING OR REQUIRED EXTENSION TO SOIL OR WASTE AS WADE 8240-K JOSAM 56000 REQUIRED INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC INV. SITE PLAN gl FLOOR SLAB CLEAN -OUT (TYP. vEXT. GROUND CLEAN -OUT (TYP N MECHANICAL PLAN SCALE: 1/4 • I'-0' FEE 6 A E C N I T E C T E GroupL�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774.4078 www.abdeslgngroup.com AA a: 0003325 A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813488.2828 FAX: 813­888-2802 stmDrv. do LOOT: SILVERADO LOT #21 BLK. #10 PROJECT# 03719.000-21101 MODMIA 2795- F GARAGE BVrMG: RIGHT PAGE: MECHANICAL PLAN 150 W H F^ B IF P�gp�R �_ 2X4 TOP ATE PL PLAN 17 PRE -FAD TRUSS I/2' GLC'a BOARD Vl' DRYWALL TOr SECURE 15T. - PLATE TO SLAB W/ 10d MASONRY NAIL • 32' O.G. MAX FIN, FLR 2X4 WOOD STUDS 024. Oa SLAB NU I e: 0 1 ulJa W4 PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.G. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. 1 TYP. INT. WALL NON-BRG. D 1 SCALE. 3/4'.I'-0' FIBERGLASS SHINGLES OVER `3C FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RSM.1.1 ON Il' O.S.B. SHEATHNG OR k COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER I'-0' TYP. — ELEVATIONS 0U-I. VENTED SOFFIT I r I I 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 9VS' GYPSUM IN OR 1/2' HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- "S (2) COURSE DO NOT CUT THE BOND BEAM REBARS gPIPE THROUGH BOND BEAM D1 SCALE:3/4'•I'-C' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL R-4.1 INSULATION — WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING — VRIPS • 24' O.C. e' cm 1/2, GYP. WL. BD. - WOOD BASE — FIBERGLASS SHINGLES OVER'30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RSC5.1.1 ON J' O.S.B. SHEATHING OR J'COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR.L _ J� 0'-C' FIN. FLR W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: PER SECTION SM.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A 4 1-STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM 1 SCALE, 3/4'"I'-C' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4065 TYPE IV, OR ASTM D 6'15'1 2B GAS LINE THRU BLACK aCJ14 VJ•.I.1' FIBERGLA88 SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.1.1 ON J' OSJ5. SHEATHING OR Ij- CDX PLYWOOD SECURED PER FASTENER SCHEDULE 1. -1. TYP. MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS AF"PWVAL RIM �e1 y�uL '-&APHEAD DOOR eY OTI4Ra __� GARAGE DOOR JAMBS D1 SCALE: 11/2"•P-0' —2X4 SPF 24' O.C. MAX. — SECURE W/ (2) I2d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES --PER STRUCTURAL DETAILS STFFBACK AT ALL UPRIGH' PER STRUCTURAL DETAILS PRE-ENG WD.TRUSS CONT. 2x RAT RUN SECURED PER—�� STRUCTURAL DETAILS ✓/ SEE ENERGY CODE FORMS FOR NSULATICN R-VALUES PER ELEVATION IF \ 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD 1/2' THICK, 2 COAT— PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FILMS CM c ,a W/ WINDOW OPENING R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL dx2 P.T. FURRING STRIPS • 24' O.C. 1/2' GYP. ILL. BD. WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RB05.1.1 ON J' OAM. SHEATHING OR j' CDX PLYWOOD SECURED PER ®. FASTENER SCHEDULE TYP. MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT \--PRE-ENG. GABLE TRUSS \—WEEP SCREED \-2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY lf' w }1 0'-0' FIN. FLR n H TYP. WALL SECTION NO OPENING 5 1-STORY GABLE BLOCK WALL D1 SCALE, 3/4'.I'-0' L 327 +T LONGWOOD, F50 � V PH: 407-7746078 FAX: 407.77"078 www.abd"pgroup.com AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33834 PH: 813-886-2628 FAX: 813.888.2802 leovoo� EUtlumv. & I.oT: SILVERADO LOT #21 BLK #10 PROJECT# 03719.000-21101 MODZU 2795-F GARAGE 8TfWG: RIGHT PAGE: DETAILS 150 PH EXP. B DATE: RINT 8/03/20 MCA=: 1/4"=1'—O" 811MET D1 Im 2X6 P.T. • CENTER OF DOOR HEADER SECURED W) (U 1/2' X S' J-DOLT W) 4' MN. EMBEDMENT W) 2' X 2' X I/#' WASHER 4 NUT OR UV (2) IR' X 0' ANCHOR DOLTS W/ 4' MIN. EMDEDM1BiT UV 2' X 2' X VS' 111AS ER 4 NUT- 7�m�■�mmm�lii�■w❑m ml UV MASONRY NAILS. Bolan iw s� nna�a'ieeor�T. wi a� X 2' X VS' WASHER 4 NNT. (0 WITHIN B OF TOP, (U WITHIN Y OF THE DTM, (3) EYM&Y SPACED, OI 1® I[Er NOTES. ALL ANCHOR& SHALL DE N ACCORDANCE TO MANFACTURER'S NSTALLATION INSTFWTIONB "FM SUCH NSTRUCTICNS ARE PTORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT � W.— cm DRYWALL ;4' OR I'X2' P.T. NAILER ❑ SECURE THRU FRAME 4 EXTEND I Y4 INTO BLOCK ❑ W/ i(4.' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Yi WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUM15 JAMB (DO NOT EXCEED Y49 DOOR JAMB TO BLACK +3/4 OR +5/4 FINDOR TO BLACK +3 4 OR +6 4 A SCALE: N.T.S. 2X4,m SECURE TO BLOCK W/ W6- TAPCCNS OR (MIN. SHANK SIZE J45 MIN. HEAD SIZE JIM MIN. EMBEDMENT I Y4) WITHIN W OF EACH END 4 IV OTC. MAX SPACING. 2XB:m SECURE TO BLOCK W/2-W,' TAPCONS(MR SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 V) WITHIN 8' OF EACH END 4 g• CM 18' O.C. MAX SPACING. Ji' DRYWALL 2X8:m VXW OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-))(4'7,T=TACW CASING TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 JAMB OR WINDOW MIN. EMBEDMENT I Y4) TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. IS' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Y4) DOOR JAM® TO BLACK +1-1 2" /01 NDN1D0W TO BLACK +1-1 " ALE: N.T . 2X4m SECURE TO BLOCK W/ i(e' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X IB' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK W/J-V*' NON-STRUCTURAL TAPCONS TAPCON MIN. I-Yi (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 3" , CMU MIN. EMBEDMENT I Yi) DRYWALL WITHIN 8' OF EACH END IW O.C. MAX SPACING. a 'X4' OR I'X2' P.T. NAILER 2xb m SECURE TO BLOCK W/1-Y&' J(p' 09$. X 4• MIN. TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DODR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +1-16/lp" in1 RLNDOII TO BLACK +1-16/ 6 " SCALE: N.T.S. 2X4,m SECURE TO BLOCK W/ W TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 WITHIN W OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACM MUST ISE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL i(r' TAPCONS TAPCON MIN. I Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 3" MR EMBEDMENT I Yi) D• cm WITHIN 8' OF EACH END 4 K• DRYWALL 18' O.G. MAX SPACING. I'X4' OR I'X2' P.T. NAILER SECUR2XSzoiE SECURE TO BLOCK WR-�1(�' OOR CASING TAPCONS (MIN. SHAWL SIZE .145 MIN. HEAD SIZE 3" DOOR JAMS OR WINDOW MIN. EMBEDMENT 1 Y4) TTAC 4 TO 2X PER WITHIN 8' OP EACH END 4 MANUFACTURES DETAILS. IS- O.C. MAX SPACING NOTE: SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +2 1 4" r% WINDOW TO BLOCK +2 1 4" " SCALE. N. . 2X4= SECURE TO BLOCK W/ W6' TAPCONB (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN B' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK Wn_%.NON-STRUCTURAL % TAPCONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • cm MIN. EMBEDMENT 1Y4) v DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. OR I'X2' P.T. NAILER 2X8� F4' SECURE TO BLOCK W/2-24. TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. MOIp Own N Nsoav ro ra+e� 4w nao Mor o•cmx'1 DOOR JAMB TO BLACK +3" ALE: N.T.S1FINDOW TO BLACK +3" 2X4m SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN W OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK W/2-Il(r' NON-STRUCTURAL(,' TAPCONS(MIN. SHANK SIZE TAPCON MIN. I-Yi J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8' OF EACH END 4 8. CMWITHIN 18' O.G. MAX SPACING K• DRYWALL 2X8:® ❑ I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-W6' 2ND 2X SECURE TO TAPCONS(MR SHANK SIZE ST TURAL MEMBER µ5 W/12A2d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' O.C. MAX MIN. EMBEDMENT I Yi) OOR CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW 18' OTC. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +3" F w LE, RT 2X4m SECURE TO BLOCK W/Y♦' TAPCONS(MR SHANK SIZE .145 MIN. HEAD SIZE -400 MIN. EMBEDMENT I Y49 NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 IS' OIL, MAX SPACING. SECURED THROUGH 2X6:m NON-STRUCTURAL SECURE TO BLOCK WA-1/4' TAPCON MIN. I-Yi TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK .145 MIN. HEAD SIZE 300 , CMU MIN. EMBEDMENT I Y49 'DRYWALL WITHIN 8' OF EACH END 4 I8. IN OG. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2X8m ❑ SECURE TO BLOCK WA-1/4' )(j' OJ6$. X W MIN. TAPCONS (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END ATTACH TO 2X PER IB' OG. MAX SPACING. MANUFACTURES DETAILS. N01a. 4MM Y N�aD M!{I!� Y!0 fp0 MOI alCaai x') DOOR JAMB TO BLOCK +3-7/16' %i 1RNDON TO BLACK +3-7/16" " SCALE: N.T . 2X4= SECURE TO BLOCK W/Yi TAPCONS (MIN. SHANK SIZE .µ5 MIN. HEAD SIZE 3W MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IV O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/I-I/4' NON-STRUCTURAL V TAPGONS TAPC0N MIN. I-Yi (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8' CMU WITHIN 8' OF EACH END 4 jQ DRYWALL 18' OZ. MAX SPACING. I•X4. OR i'X2' P.T. NAILER 2XD4 SECURE TO BLOCK WA-1/4' ' P.T. X 4' MIN. TAPCONS OOR CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE -400 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTAC 4 TO 2X PER IS. O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 3/4" SCAH NDO CK +3 L , N.T 111ICNIT86T11 GrouIl�. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-407S www.abdesigngroup.com AA #: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 819Ni88.2628 F.:. 2 2 a�mm�a avBaly ae M:,oT: SILVERADO LOT #21 BLK. #10 PROJICCT/1 03719.000— 21101 MODX7- 2795-F GARAGE SWING: RIGHT PAGE: DETAILS 150 MPH EXP. B PREFORMED CONTROL JOINT - FLANGE OF CONTROL JOINTS Td BE BRED TIED TO LATH • I O.C. MAX f VERTJ. NOTE, DO NOT FASTEN CONTROL JOINT TO 11-11 EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES IW W LBO MAY BE U690 TO TEMP. DURING INSTALLATION —� FASTENERS TO BE SPACEDDD---/// IF 1' O.C. MAX VERTICALLY / I / LATH SMALL NOT 1 ME CONI'MUOUO TFRROW44 CONTROL JOINTS BUT 814ALL i \ PLASTER$ COAT CEMENT "�jr URB LAYER •], PORTFIBER BUILOM PAPER APPROVED METAL LATH FASTENED a1' (VEPITJ OG. MAX AT SUPPORTS UM LAYER ti STUCCO WRAP PER ASTM C063 / I � PLACED FLAT MAXCKr.i'TO 8' 1'D'µ FROM CONTROL JOINT WHEN NOTE, \ CONTROL JOINT PALLS ON e;A�PLE6 FACOMPLSTENERS e u °Ee6m' e s r — / 6rRIc,uRAL i,Tm 2. WIRE TIES TO BE NO. W 0m416' WIRE 3. 01-000I146 814OUM MAY BE IN ADDITK* \ TO WALL STUDS REGUIRED PER PLAN / OL POLO WrlwWp • R. A ®POLA OL FOLD SrAIO PT. A 2. CLAM . PT, a s. OMAM • M. C Ol FOLD WaL4RD • PI. A i CNIAM • Pr. S POLO w ® LF0.D WYl�•PI.A 141AM • PT. a 1. CREAM • PT. O 4 FOLD PI. C mm PI. S TLL Pr. C TOUo m eoTYCH FLAMM No 0 SOTTO, 'LA14A' 9. T—ow MAL FAA 02 mm oa. 3 COAT CEMENT (MUM4 14. 2 COAT PAPER (PRAM OLY) RR 4. LRAP(PRAM OILY) WS OF SRLDWo ~ INS PL.AHM, STOP -FR" OR a ( M wTAu IucRouT AT 4=io* Q ROOF . WALL MIRIYK.TKTN APPROVED WILDING LLRAP SMALL BE LAPPED A MMMIM OF 4'R4• SELF -ADHERING MEMBRANE 6 i' • VERTICAL LAPS (ROLL PLA•MMG (COMPATIBLE W1 NOUBE 4 i' • LAPS. MATERIAL) OVER 4• TO BE LATH VERTICAL LAP TO BE P ALL 8OWI NEED TO ALL 6 NEED TAPED APPROVED APPROVED HOOT! DTON WI URrH PORTIBER SFEA.THMG rAPE � PLA•MWar. TO EXTEND ONTO PIPE / 1' OR Law PPE ` :', i'xi• BELF•ADHlRMG MEMBRANE / \ PCNETRATION 1 PLASFING (COMPATIBLE W/ HOUSE STRAP MATERIAL) OVER 4'R4' / \ SELP-ADHERMG MEMBRANE ._ PLASMING OVER APPROVED / TI'Rl LAP.N UAL LAT" \ HOWEIIR'AP. ;�.. FLASMM6 To EXTEND ONTO PII•E K. ' CUT AND OVERLAP ONE 61oe OP METAL LATH SELP•ADMERING N'ETIWRA7-E PLASMMG CUT AMC OVERLAP ONL SIDE OF I p�'� STEP �I 01 �� PLASM RN6 MEf IBRAI! UM LAYER 4, %' THM7C 3 COAT CEMENT LAYER 9, 6Tucco WRAP I PLASTER STU •T)cco WRAP ems% / METAL LATH Ulm LAYER 7, POW [BER UtllB LAYER 4, PORTFIBCR I UI M LAYER •2. POWFER IB BUILDING PAPER pEPAPER ATH METALTALLATH BUILDING PAPER \ / I $TTUUC1CO AP iSN,' WLP-ADFERMG MEMBRANE PLASHING OVER 4k4' INSTALL FASTENERS (CLIPS, SELF -ADHERING MEMBRANE PLASMMG OVER APPROVED WOOD SMEATMMG STRAPS, STAPLES) AS REQUIRED TO Maim SSE IRA'• PLAAMM TO EXTEND ONTO PIPE I•IPE/ WIRE TO FRAMING, 4'SELF-ADHERING MEMBRANE P PIN LATH FLASHING HING OVER APPROVED 410U6R ulm PLAUlFTMG TO EXTEND ONTO PIPE 2 LAP..MOVWR ALL LAP t1fN' COW. BEAD OF SEALANT 6CALE, I VY.ILAE INSTALL APPROVED NOUSM AP AIR INFILTRATION BARRIER OVER SNEATHMG ELASTC MIRRIC COATING OVER STUCCO/ VERTICAL LATH C.V. FMSE ISM (E TYP WALL SECTION) & PAPER DETAIL WOOD STUDS SECTION PER SECT ON R7yb Erd SMEATHM WRMp portland cement plaster NOTE, SIDE LAPS OF METAL shall c Ply v4m the appilcelion requirements of ASTM C 92612A. PLASTER BASES SHALL Be SECURED TO MEMBERS, BUILDING L,AP PAPER o h, and 1-1n9FRAMING SMALL BTIED sheW 1083-12A.THEY BETUEEN SUPPORTS UMT14 CAM15-IL (121-MM) STUCCO !3' LAP • un+ UPS AT INTERVALS NOT �• LAP • PAtT• MORE THAN a' (22111411M). AS PER A67M CW65 PIPE PENETRATION DETAIL (FRAME) Q KICKOUT1.1111 PM PAIR OF TEARS HORIZONTAL LATH 3A N.T.S. DETAIL INURB LAYERS, TEAM MAY BE PATCHED & PAPER DETAIL I111M1IOUSE URAP TAPE PER Imm1w SPECR O PEEL 4 STICK "«>�� (arD OR LIOOD SHEATHING OR CMU WR5 LAYER 01, STUCCO U)RAP (FRAME ONLY) i' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER ROOF/WA[ I SCREED i 5'X5' 'L' TYPE CONTINUOUS E GALV. METAL FLASHING Z (NAIL TO ROOF DECK NOT WALL SHEATHING) r+ GAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT 17- ROOF PER ELEVATIONS O"L" FLASHING N.T.B. LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLA5HING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R-103.7L1 / ASTM C-84"l-09, MIN. 2L5 1-55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOE5 NOT MEET SPECIFICATIONS) Aw LONGWOOD, FL 32750 �� V PH: 407-7746078 FAX: 407-774-4078 www.abdesigigoup.wm AA#: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: M3886.2628 FAX: 81"W2802 etmDxv. Z LOT: SILVERADO LOT #21 BLK #10 PROJECT# 03719.000-21101 MODEL 2795-F GARAGE 8MMO: RIGHT PACE: WALL ASSEMBLY DETAILS 150 MPH W. B 0 PRIATT 8/03/20 DATE: HCALE: 1/4"=V-0" 8FIEET WA1 BACKER ROD BACKER ROD LLRD LAYER h, STUCCO WRAP INSTALL 6' SELF-ADHERNG MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FI ASHNG TO BE: L BOTTOM. 2. SIDES, 3. TOP VENT CAP 18 TO BE SET N BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 16 TO BE TOOLED 60 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, YW CAULKING • JOINT ALL AROUND PER SECTION R703.7 Extmlor laftft End Dlasterklo Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926.12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. HOODED VENT i' THICK, 3 COAT CEMENT PLASTER METAL LATH W@B LAYER 4, FORTIPISER BUILDING PAPER WOOD SHEATHING DRYER VENT ( FRAME) WOOD SHEATHING MM LAYER -1, STUCCO WRAP WRB LAYER "2, FORTIFIBER BUILDING PAPER WOOD — CONSIUCTION '—METAL LATH 6' CMU VINYL CASING BEAD 6' RAISED BAND W TOY,•t11D-WALL UEEP SCREED W WDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT 7 HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKI LEGEND DRAINAGE PLANE (LURE LAYER 01, STUCCO WRAP) LURB LAYER 02 (FORTIFIBER ...... — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-013, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METE1 VERIFY LC STUCCO FINISH W SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 6B DRYER VENT (BLOCK) CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER Ye' TO V MID -WALL WEEP SCREED `-6' SELF-ADHESIVE FLASHING BUILDING PAPER OVER 'QUICK WOOD FRAMED FLASH' *F7— WALL HORIZONTAL WEEP SCREED PWIPE LTHROUGH (FRAME TO FRAME) I 6' SELF ADHESIVE PLASHM (NBTALL PER MANUF. SPECS-) BUILDING PAPER UNDER 'QUICK FLA6H' A VENT PENETRATION SCALE: KT,B. Nr%m AA IC/ I=G_=I VC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL [PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLENDFOAM R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O 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 NOUSEWRAP FOR SOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHIl' APPROVED HOUSEWRAP BELCw CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FAx EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC WOOD CONSTRUCTION 6' CMU �=P■ WOOD SHEATHING WQB LAYER M, STUCCO WRAP 11,1111115 LAYER 7, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD 6TRUCTURAL ,EMBER 4 TOG MAX K' TON MID -WALL 9ge arsen ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYIN V rINI6H • MADONRT HORIZONTAL WEEP SCREED (FRAME TO BLOCK) STEP 01 STEP *3 STEP #5 STEP No OELECTRICAL RECEPTACLE A R C 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.abd"gngroup.com AA 4: 0003328 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 8439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134388.2628 FAX: 813488.2802 BUIDDIV. Se LOT' SILVERADO LOT #21 BLK. #10 P1iOJ CCT/r 03719.000-21101 MODEIi 2795—F GARAGE 87►IN0: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B 0 6 a TZ e/oa/zo SCALE: 1/4"=I'—O" SHEET WA2 IF EM.WOODFRAMEL WOOD SHEATHNG WALL WRB LAYER M, STUCCO WRAP SUB -FLOOR DECKING WOOD WRB LAYER $2, FORTIFIBER CON6TRUCTION BUILDING PAPER PRE-ENG'D TRU88 !'1 HAT CHANNEL J' THICK, 3 GOAT CEMENT WEATHER RESISTIVE WAi' TYPE 'X' DRYWALL PLASTER BARRIER 1 6' SAP. a TOP OF WEEP SCREED WEATHER RESISTIVE - TO BFIEATHING BEHIND WEEP SCREED BARRER 4� � � 4• POSITIVE DRAM � R3 COAT CEMEN RIES WOOD SFIEATHMG � ncpp arocs=n -- ---- PLASTER `� METAL LATH WRB LAYER 1, f STUCCO WRAP / - \ WOOD SHEATHNG J' THICK 3 GOAT CEMENT `� PLASTER 6' SELF-ADNEREING FLASHING WRAPPED a TOP OF WEEP 60-REED STUCCO WRAP 4'POSITIVE DRAM WEEP SCREED F. 1 WRB LAYER 4, FORTIFIBER _ { BUILDING PAPER NO GAP IN FIELD ISHOWi FOR CLARIFICATION OFF i SEPARATE ACCESSORIES ONLY) y 6' SELF-ADHEREING WRB LAYER M, /' ASHWR ETDILEVER STUCCO WRAP__X AMICO AM66-W9UC-1S0 CUSTOM CASING;BEAD , 11 `41 POSITIVE DRAIN 1 Y �� 1 CPP nrees:n - -- NO GAP INFIELD (SHOIIAI FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD lOA DTL.0 CANT__ SCALE, I I/2'•I'-m' NOTE: METAL LATH: LATH TO BE PER SECTION R1031.1 / A5TM C-641-0S, MIN. 2.5 LBS. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFICATION5) 3/4 RESILIENT HAT CHANNEL 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH J' THICK 3 COAT CEMENT PLASTER 11D DRIP EDGE INSTALLATION W/TEXTURED 4 PANTED FINISH J' THICK, 3 COAT CEMENT PLASTER WOOD CONSTRUCTION .WEATHER RESISTIVE BARRIER M -WEATHER RESISTIVE BARRIER 4 J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING '2) 2x12 HEADER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER 1 WEATHER RESISTIVE BARRIER @ J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEADER45EAM VINYL CORP. 4' POSITIVE DRAIN neee anxen NO GAP IN FIELD (SHOM FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @b_BIP��STALLATION EXTERIOR GRADE DRY WALL I' THICK 3 COAT C 0 CANTILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) UWRB LAYER 02 (FORTIFIBER - - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - FINISH LAYER (2 LAYER PEEL 4 STICK) 6' PEEL 4 STICK a DRIP EDGE TO DECK I /J'XI % P.T. OR SIMULATED WOOD (TREX) FILLEIq, / CONTINUOUS WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 6' PEEL 4 STICK • 11 DRIP EDGE TO DECK Y4• GAP FOR BACKE—I�/ ROD 4 SEALANT FINISH LAYER (2 LAYER PEEL 4 STICK) 3/4 RESILIENT HAT CHANNEL W/TEXTUREO 4 PAINTED FINISH J' THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD --� 3' X 3' 26 GA GALV, METAL DRIP EDGE SET IN FULL BED OF SEALANT, V MIN, SPACE FROM DRIP FACE TO TREX Y4' GAP FOR BACKER ROD 4 SEALANT VINYL CASING BEAD 000 WEATHER RESISTIVE BARRIER 1 WEATHER RESISTIVE a.nnr BARRIER 4 DECK MET1DRANE, EXTEND OVER DRIP EDGE 3' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Ji' MIN. SPACE FROM DRIP FACE TO TREX VINYL GAGING BEAD WATER PROOFNG lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER J' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER 1 (SHOWN POR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION U&UI"N SHEATHING WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER 4 6' SAP. \ -PEEL 4 STI`CIC � 11(9'x3' 'L' FLASHING FULLY EMBEDDED N ROOF CEMENT IN X 3' 26 GA GALV. METAL DRIP EDGE Y,• GAP FOR BACKER �� SET M FULL BED OF ROD 4 SEALANT SEALANTjr MN. SPACE FROM DRIP FACE TO TREX r- VNYL CASING BEAD 00 WATER PROOFINCs\sl t LAYER (2 LAYER PEEL 4 STICK) PEEL 4 STICK OUR FLOOR I J5'XI Ji• P.T. OR 81MUL, WOOD (TREX) FILLER CONTINUOUS Y4' GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED W 3/4 RESILIENT HAT CHANNEL WOOD SHEATHING S/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH SIG R3 COAT CEMENT WEATHER RESISTIVE BARRIER 1 WEATHER RESISTIVE BARRIER Q EXTERIOR COLUMN COLUMN SHEATHING 6• SAP. I )Vx3' •L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I G ,X 3' 26 GA. ALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Jf' MIN. SPACE FROM DRIP WATER PROOFING Ist LAYER (2 LAYER PEEL 4 STICK) MAPPED FROM BALCONY DECK TO CANTILEVER J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING VINYL CORNER BEAD J / (SHOWN FOR CLARIFICATION CR VINYL CASING BEAD SEPARATE ACCESSORIES ONLY BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W /"T." TPT.AQT—TTwr_)i 2x FRAMING MEMBER WRB LAYER 1, + ' STUCCO WRAP THICK, 3 COAT CEMENT WOOD SHEATHING PLASTER WRB LAYER 4, FORTIF15ER BUILDING PAPER 2 1/2' CORNER BEAD ! WRB LAYER "I, FASTENED TO SHEATHING ;. + STUCCO WRAP B l' O.G. MAX. ' METAL LATH I is C J' THICK, 3 COAT CEMENT ! i i WRB LAYER 02, FORTIF15ER kw. n PLASTER ' ; BUILDING PAPER x: WRB LAYER &'SELF -ADHERING ' METAL LATH STUCCO ' ry FLASHING !1 �THICK, 3 GOAT CEMENT x WOOD SHEATHING (EXPLODED VIEW FOR PLASTER CLARITY) METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER (14A CORNER BEAD C) FRAME 2 1/2' � CORNER BEAD (FASTENER 4 SPACING B i' O.C.) CMU V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY � R�CORNER BEAD � BLOCK WINDOW FLANGE WRB LAYER 12, FORT( BUILDING PAPER — METAL LATH —" J' THICK, 3 COAT CET PLASTER &'SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE — 15B CASING BEAD Ca? WINDOW ( FRAME, NO BAND) A R C N I T E C T• 14 +� LONGWOOD, FL 32750 -•- PH: 407-774.6078 FAX: 407-774-4078 www.abd"gngroup.com llik AA S: 0003325 A DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PN: 8134186.2628 164 FAX: 813-886-2802 91111111113 18VHDIV. a LOT: SILVERADO LOT #21 BLK #10 PROJECT# 03719.000-21101 MODEL• 2795—F GARAGE BWXNG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 4PH EXP. B WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIFIBER SUILDING PAPER — METAL LATH d' THIGC, 3 COAT CEMENT PLASTER &'SELF-ADHERING--� FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIF15ER I BUILDING PAPER i METAL LATH i JEXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER 01, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDjNG PAPER METAL \LATH THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING WINDOW FLANGE CASING BEAD (9) WINDOW (15CF (FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER 9' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD Ys' GAP TYP CASMG BEAD IX TRIM MEMBER TO TRIM STUCCO TO SIDING TRANSITION SIDING WGB LAYER M, STUCCO WRAP C 3 COAT CEMENT .R LATH W IS LAYER 92, FORTIFISER DUILDING PAPER WOOD SHEATHING IURS LAYER M, STUCCO WRAP `— CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 ���ADOSECTION) WOOD SHEATHINAII WEATHER RESISTIVE SARRIER W TMIRi W816TIVE ' \ \\ . X l Y�M SIOM6 / /' I / \ PLMRFE Ib 4ERMG rLA8144M6DML �\ i WEER 1^08181IVE STARTER STRIP / \� .. MATHER RESISTIVE i• SELF -ADHERING I / FILAS14MG GALV'D METAL GALv'D METAL Z' FLASHING W FLABHMG i ' x iTRIM MI�MCER CAGNS / WyL30xD4rTRIULMEI'eER CLAP WCAULKW. \ \ 1 OR APPROVED SEALANT lire CAfiM SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE. METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0S, MIN. 2S LBS. WOOD SHEATHING: PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WRB LATER 01, � �THM- STUCCO WRAP WEATHER REMBTIVE- DARRIER 4 URAr,MR �aenVE - DAMEWRB LAYER 02, FORTIFIBER XI'RIIEv�AI�aDm 5U I L D ING PAPER-ADNERMG - FLAMM METAL LATH STARTERSTRIP— (EXPLODED 9' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) CASING BEAD ® RAISED 17 A BAND ( FRAME) SCALE: I I/2' = I'-0' SEALANT WINDOW FRAME 2X FRAMING MEMBER SR'--AMG DHER AMING BAARIVS RIT ERR �SOIST P 6'Mk AOOVE TOP / I 1 OF W FLA664RNG RESISTIVE I SSAIMERER EER �8ISTIVE GALFLVD MET I x TRP�7MEA'b R E-z Rim wn•� eaen4G SACKER R R00) SAC \ / FLASHING RING \ • THI PLASTER \\\ WEATHER RESISTIVE SAIMER 9 WEATHER RESISTIVE SARR IER 4 WEATI#R RE818TIYE DAMBR 44 (wt%* "XISLE PVC SACKER ROD) SIDING TO STUCCO \-WEATFERRE616-11 6)FRAME TO FRAME n 19 TRANSITION THICK, 3 COAT CEMENT PLASTER METAL LATH �a WRB LAYER 02, FORTIFIBER IBUILDING PAPER E-Z BEAD VINYL CASING lW/%' FLEXIBLE PVC BACKER ROD) WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER &' SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY Y4' GAP TYP J' THICK, 3 COAT CEMENT /CASING BEAD PLASTER SEALANT ------ I . / TO WINDOW METAL LATH WRB LAYER 12, FORTIFIBER i BUILDING PAPER I WINDOW FRAME I WOOD SHEATHING i i r� �r ' ■ i �Y...P.r+ I I WRB LAYER 01, STUCCO WRAP I 6' WIDE PEEL 4 STICK I OVER FLANGE WINDOW FLANGE 1 E-Z BEAD VINYL CASING 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) MEMBER *APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP --------------------------------------------------------------------------------------------- � E BEAD WINDOW CASING A LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING 1 N C N I T L C T II GrDes' Ln ywa n, rtvru�w nwunn o{.vV. LONGWOOD, FL 32750 PH: 407.774.807E FAX: 407-774.4078 www.abdaWgngroup.com ` AA 8: 000332E J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888.282E FAX: E13.8E62802 auDixv a LOT SILVERADO LOT #21 BLK. #10 P1iOJECTp 03719.000-21101 MODIT.? 795-F GARAGE 8TrW0: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH E . B CUT Noueem AT W ANGLE RIODPIEO V c IN HOU IE~ LSC OF YFNDc OPENING APPROVED HOU*V~ OVER NEATNING OVER uo &TIID 11I41 1 NAILING PLANGE AT JAMB& TEMPO FO D4 Houm TUCK P at MEA FOLD IN AT GLOP STEP 1 Met, N PLASHING MI N I' BELOW SILL \J/` FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN STEP 6 10. WALL Y- SELF-ADNEW" FLASHING OVER VINYL MEAD FLASHING(WTHI DAFB) MAIL FLANGE I EXTEND SELF-ADMERNG PLASHING r MIN SIEYOND JN'IB PLASHING INSTALL VINYL C CAP STEP 7 ALIGN FLASHING Iw INT. EDGE OF SILL MO. NIEONANICALLY FA&TEN PANED EDGE& (CAP NAILS, STAPLES) WALL DUPONT KJ MIRAP AS TM FLASHING AT TM! FOLD HOUSEURAP DOWN 4TAPE DIAGONAL CUT ACROSS MEAD OF wom STEP 8 WALL S' IUIDE AC*MIVE BALKED KAXII'AE FLASNN MATERIAL OVER DRIP CAP JOINT(PROTECTO-URAP DT-20NL a EOUIV) WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS WiL IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBNLITY OF ALL PRODUCTS MLUDNG HOUSEURAP. SEALANTS A SELF-ADHIRNG FI.ASHNG MATERIALS USED OURrn coN6TRNcnaa 2. INSTALL ALL MATERIAL& PER MAVAGTUREM WRITTEN SPEGFIGATION& "-MHNOL SEALANTS MAY REACT ADVERSELY IF NOT ATIBLE, RE - F AN AND DEAL JAMB TO BILL JOINTS WITH It"FOLLOWING CCMMETION OF RIOR RETROFIT WORK REPAIR SCHEME 6W711N SHALL DE IMPLEMENTED AT ALL WINDOW& WITH EVIDENCE OF WATER INTRU610N BELOIU THE WINDOW OPENING: BEAL INTERIOR PERIMETER OF WSJDOW WITH SEALANT A N C N I T E C T i _ ?Deshin PH: 407-7746078 FAX: 407-774 4078 www.abdeslgrWoup.wm AA S: 0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813�888.2826 FAX: 919-888-2802 avHasv. as LOT: SILVERADO LOT #21 BLK #10 PROJECT* 03719.000-21101 MODELS 2795—F GARAGE SWING: RIGHT PAGE -WALL ASSEMBLY DETAILS: WINDOW FLASHING 150 MPH EXP. B DA 8/03/20 SCALE: 1/4"=1'-0" NIIEET WA5 2x6 SUB-BANb W/I'x4" NOTCH END, WRAPPED IN PEEL E STICK DRIP EDGE I\ 1/8' TEXTURED FINISH * WOOD I �� 1/2' TEXTURED FINISH 0 CMU / METAL FASCIA \� WRAP Ya, FROM STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) :�• 1/8' TEXTURED FINISH • WOOD, 1/2' TEXTURED FNISH • CMU x METAL LATH x x x x x x x x METAL FASCIA WRAP WOOD SHEATHING x x x x x x f OR CMU x x x x x S 1' WRM LAYER 01, x STUCCO WRAP(PRAME ONLY) x x x x x x x x x x x x — WRB LAYER 02, FORTIFIBER x x x x x x x x x x x x x BUILDING PAPER (FRAME ONLY) x x x x x x x x x x x x x FRAME OR CMU 2X6 SUC SAND ROOFNG ANT x x x x x x x x x x x J x x x x x x x x x x FELT PAPER DRIP EDGE x x x x x x x x x DRIP EDGE METAL KICK OUT x x x X x x x X x x x x x (REFERENCE POINT ©p * I I L AI ONLY, FOR WALL OFF x SET OF COMPONENTS) \\ NOTE: NOTCH FOR 2X(p \� SUB BAND ONLY k ROOF KICK OUT REMOVED FOR CLARITY \\ ROOF DECK (BEYOND) \\`\ DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) ®ELEVATION gf=L,4N A TEXTURED FINISH 0 / WOOD, 1/2' TEXTURED FINISH ® CMU —2x6 SUB -BAND W/I'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-V' SCABBED TO TRUSS W/12d NAILS &'-8' O.C. MAX. 2x SUB -BAND W/1l 'x4' NOTCH a END 'AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL 0 WALL SUB BAND DETAIL ® WALL W/KIC K-OUT METAL FLASHING, WRAPPED MIN.)'4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/11¢'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/VS'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK •ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www,abdesigngroup.com AA 0: 0003325 J DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813 MG-2628 FAX: $1343W2802 OVHI)IV. & LOT: SILVERADO LOT #21 BLK #10 AROJECT# 03719.000-21101 MODEL. 2795—F GARAGE STIlIIQO: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH E . B 4 0 4" 18'-0" 27'-2" ---- TE-i---- �--- — — — FM-16X1g — — F2-30X30 8'-0" 10'-3" m 1 w 4" CONC. SLAB w ~ $o a Ft-30X30 Y CHASE *:a 1/2 1 FM-16X18 EXTEND 1.1 SLAB 1 1/2" 22,-2" I I Im I� 1 I I I o i m I 29'-4" I I-1"Rflr'1 3 1/S 1'I21 y-0. 4" CONC. m SLAB w� 4 `yy°I ao a 21 J LL q LL__FM-16x,8_ I R _TE-1 1" PVC CHASE FOR ELEC. ISLAND •10" 19'-0" _ a TOP OF i SLAB EXTEND SLAB 1 1/2" .yQ TE-2 4 TE 2_ _ -3 *2 (V 7-3" 5 *-5 112 31 61-T 2'-8" 2'.8"101-10, 17. U EXTEND FM-16X18 SLAB 1 1/2' 11 N 2 Fl-24X24 4 N I FMC-16X18 LL r-0" 2 4 1. 1.1 F •16X18 _ _ +-71/2 Y k-- FM-16X18 SLAB CONC. SLAB FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. S. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 112" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. % SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11,13INDICATED #5 BAR, DINDICATES #6 BAR,ENDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30^, #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A)IN ALL WALL INTERSECTIONS 8)CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Fm = 1,500 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 } OF SLAB SUPPORTED T-W O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1, STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4XW1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-16xl8 16" CONTINUOUS 18" - (2) #6s FMC-16x18 19" CONTINUOUS IF - s #51N CURB VARIES Fi-24x24 2C 24" 12" O 5'e O 5s (-)8" BELOW GRO TE-1 8" SEE PLAN 8" 0707 - 0'.4" TE-2 8" SEE PLAN 8" - s 001-0" CWC-12X12 17, CONTINUOUS 12" - s #51N CURB VARIES F1-30X30 30" 30" 17' (3)#Ss (3)#5's (-)8' BELOW GRD F2-30X30 30" 30" 12" (3) #5's (3) #5'9 -)12" BELOW GRD FOUNDATION PLAN SCALE: 1/4" = 1'-0" A E C E I T E C T E 6 GrouoLn 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH:407-7746078 FAX: 407-774.4078 www.abdesigagroup.00m AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813,886-2628 FAX: 813686-2802 BVSDIV. de Lot.; SILVERADO LOT #21 BLK #10 Plt0jzcTA1 03719.000-21101 acoD2�195—F GARAOffi 8`111112NO: RIGHT PACK: FOUNDATION PLAN 150 H EXP. B 30" MIN. EACH WAY MONOLITHIC FOOTING Z,� Z STEEL REINFORCING IN GROUTED 2 _ STEEL REINFORCING IN GROUTED — CELL SEE PLAN FOR SIZE AND < 4. CELL SEE PLAN FOR SIZE AND ((r � 1'� a. I>— Q SPACING REQUIREMENTS U SPACING REQUIREMENTS + IvT"...^.s GARAGE DOOR Lu W W RECESS v� �a FM Ste. i 8" CMU WALL O 8" CMU WALL . I CORNER BARS, SAME SIZE AS LARGER BAR In w B" O 2 `° ° IN FOUNDATION WITH 30" LEG EACH w = 'AB, TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS I - SO THAT THE STEEL REINF. IS CONTINUOUS tUi/ TOP OF SLAB MATCH AMOUNT OF CONTINUOUS BARSFOR ° EXT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. CHAMFER (1STORY) EXT. PORCH VARI S SEE SLAB SCHEDULETOP OF GARAGE v :.I` CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE % MASONRY UNITS SET -0. AT ELEV: W/ 1/2" ISOLATION JOINT (WHERE VANDBARQUANTITY CHAMFER (2STORY) #3 18" #q pq^ SLAB W/ 1/2" ISOLATION 4" CHAMFER (1-STORY) Ih 6" CHAMFER (2-STORY) s ° APPLICABLE) Z SCHEDULE 30" JOINT (WHERE APPLICABLE ) Z_ •' i EE SCHEDULE#5 a WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING iWxD, BAR SIZE #6 36 FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST 97 42" � AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO r,__�_EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE SCALE:314"=1'-0" @ GARAGE SCALE:3/4"=1'-0" CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 1W COMMON VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. HEIGHT EI NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL PLAN LAP TO OCCUR OVER STUD OF WALL PLAN W 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE w 0 0_ ' No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE S N NEW REINF. BAR SPACING. SINGLE BTM. PLATE 1/2"x9" WEDGE ANCHOR W/2" BTM. PLATE TO BE PT. O 0. SECURED W/ 2- PART TO BE PT. PROVIDE OBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO 2" CAPPED o- 5 EPDXY. MIN. EMBED PLATE EPDXY 5-1/2" EMBED. MIN. @ 16" OC SLAB W/10d MASONRY GALVANIZED PIPE � Q 8", UNO SIMPSON SPH4 OR SPH6 MAX. NAIL 16" O/C STAGGERED. ADDITIONAL METAL W/FLANGE @ BASE ¢ FOLLOW ALL MANF. _ BTM AND TOP PLATE CONNECTORS NOT I SPECIFICATIONS FOR USE AND ANCHORS W/' x 1 112" REQUIRED WHEN NO M PREPARATION Of COMMON NAILS FILL ALL N HOLES, DO NOT USE 10d W V) UPLIFT IS PRESENT. u) HOLE. C x 3" SEE SLAB SCHEDULE ly SEE SLAB SCHEDULE SECURE FLANGE TO w Q ¢ SLAB W/W 1/4" X 2 1/4" p ro +- 0 '-LAB TAPCONS '40 TOP OF SP TO OF SLAB O C " CHAMFER (I -STORY) F6" °• - ` - - .tee CHAMFERR (2-STORY) - ir� - e EQ. EQ. SEE SCHEDULE EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL 7 ��INTERIOR CURB FOUNDATION WOOD WALL $ 5 BOLLARD 6 MONOLITHIC FOUNDATION 6QALE:3/4"=,'-0" (W/ UPLIFT) SCALE:3/4"=1'-0" (NO UPLIFT) SCALE: 314"=1'-0". SCALE: 3/4'=1'-0" LAP TOP PLATE A MIN. OF 48" ----�� AND NAIL W/,6d COMMON NAILS, 2-ROWS, 4" 0/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE g PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB WI10d MASONRY NAIL 0. PROVIDE OBL. TOP PLATE 16 0/C STAGGERED. ¢ ly, ADDITIONAL METAL m U CONNECTORS NOT -� REQUIRED WHEN NO UPLIFT IS PRESENT. I N O 8" CMU WALL e' VARIEB 8' Z POURED LINTEL CONT. (TYP.) p•. 8" CMU FILLED CELL (TYP.) ° TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING +- 0'-0~~~~SEE TOPOF SLAB a• Z — SLAB SCHEDULE o 112" DIA. SIMPSON STB2 BOLTS 5" MINIMUM EMBEDMENT INTO aC < °9 g "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND " " CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX ° • m POURED MONOLITHICALLY WITH -!r FOUNDATION AND SLAB SEE SCHEDULE ��° SEE SCHEDULE I'1'"00Nf m E FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY � AND BAR QUANTITY SHOWER RECESS FOOTER FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO 12 (�,__'�INTERIOR 3/a"=1'-0" (NO UPLIFT) 10 FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE: ll"=T-0" ..ALE:3a"=1'-0" 11 SCALE: 3/4"=V-0" IBCIII ITF0T8 6 GroupL�. 41 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdeslg%mup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SURE 1004 TAMPA, FLORIDA 33634 PH:813S88.2828 F.: s138e6 X2 so mmo atmDrv. de LOv SILVERADO LOT #21 BLK. #10 PRtOJICCT# 03719.000-21101 MODar,A 2795— F Gwrtwas 8WING: RIGHT PAGE: DETAILS 150 MPH EIT. B PrirIJT 8/03/90 awTE: SCALE 1/4"=1'-O" 911mm S1.1A 3'-8" -0 12_-0-0" 18'-11" v 22-9'. 15'4" 28'-7' e, e 9 in ci 4 N 4 Ell N O in R 0 o � e a Y e N_ A � e � e N N �l N m 4 � n N :4 �4 '4 e 9 r` M w M M 0 M m O N 0Z J R uj� N WU J LL ih 11 4" 4'4" El Ell 9.11 DOWEL PLAN SCALE: 1/4" = 1'-0" ,1 -8" 18'4" A BCH ITECTS 5 Group 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774807E FAX: 407-7744078 www.ebdesign8roupxom AA M: 0003325 of DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886.2628 FAX: 8138862802 aannm� SVHDIV. de LOTil SILVERADO LOT #21 BLK. #10 PROJECTy 03719.000-21101 HODELi 2795-F GARAGE OWING: RIGHT [150 AGE: DOWLEM PLA MPH j ss� ZN 8/03/20 SCALE: TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK Z GROUTED BOND BEAM VARIES PER ELEV. •- Z N el d lk— Q S CLEAN OUT REQUIRED 6d' FOR INSPECTION m O o , ro 0'-0" FIN. FLR. TIE ERTICAL REBAR 'a TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. 2 U #3 18" 0 #4 24" m U #5 30" #6 36" # 442" HORIZONTALIVERTICAL REINFORCING SCALE: 3+4"=1'-0" OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA. #3 18" METHOD #4 24" HORIZONTAL/VERTICAL #6 301, �1 REINFORCING #7 42 L SCALE: 3/4"=1'-0" #6 BARS F m;i- .0„ ■ o (�7 CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS C N I T B C T a WMAn rn: MV I -I (Y'9 FAX 407-7744078 www.ebdeslgngroup.mm AA #: 0003328 Soo DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 8439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134386.2628 FAX: 813.886.2802 0111111 IN ff'—Alm' 9VHDM & LOT SILVERADO LOT #21 BLK. #10 PR.oJmcT# 03719, 000- 21101 MODEZA 2795—F GARAGE SVnNG: RIGHT PAGE: DETAILS 150 WH EXP. B I AUG PP 8/03, 2 SCALE: 1/4"=1'-0" FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1Dd x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)1Od x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1Dd x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE, 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). B. 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. 9. 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 1`81336, .177"' x 2 7/8' LONG, WITH WASHER @ 16" O.C. 10, TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12, ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE a DESCRIPTION REMARK Q (2) 2X12 (2) (2) 2XII BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / S.01. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C - ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) WxH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBi MASONRY 3000 8x8 (1)#5 NIA GROUTED SOLID I "CAST-CRETE" SAFE LOAD TABLES I SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS /M18 SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH °Utl ad (42') PRECAST -1 C-W (40') PRECAST loss 4'4 (54') PRECAST INS 5'4- (649 PRECAST 121T 8.10' (N') PRECAST 1062 ad (7M) PRECAST 9M rd (SM PRECAST 743 W-C (1121 PRECAST SM 10'd (12n PRECAST 476 11'44 (13S') PRECAST 362 174r (144') PRECAST 337 18'j' (1S0') PRECAST 296 14'4r (16n PRECAST 279 14'd (176') PRESTRESSED NA 154' (184D PRESTRESSED N.R. IrW (2 n PRESTRESSED N.R. 19-4' (282') PRESTRESSED N.R. 21'4' On PRESTRESSED N.R. 2r•0' (2041 PRESTRESSED N.R 24'd — PREBTRFABED R R ommoor�N o©�ommm NONE1u�00NC.�70NG RE�RCyiN�RG7mm N�mONON000 O m RED RL'r!! RE:r7 m R5L7 00�ONf�70Nf R�R1m0RL7�0m amRE7R K=ff--Tm=1ff= mNON®MM©N ORFii47RE�©OQ:..., mmRE7©�®0 N� RiFi:7 REa RE.7 RE.�7 Cr?'!". Q NO�N�ONE�mO ON�ONO��RC2!! Ems 000©mo N1m0m=m"NE7N�R"' 000momo RC70NI�".J00NONO RL�R1.:�fmNONONE�NO ©ommmmo N®""Em7R 7N�0 RC:! � Ri l� 0 Ri ti1©R�7 ©mzA"""©NET NORC,7N0000RC7 oomm"m® ""NNM N IM"Nu " E�70R1�R�7milr7m NNJ•00NONN7NNy7NNJ• NOE70mR�7Ri�R� NN7NN70NONONONN� N��NONI�N®N�m NNJ•NODO�NO� NORfFJR�R�00m NN��NONODNN7� in I no -- --- -- -- --- - 1at ee� w toe im (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ALL VALUES TAKEN FROM 'SAFE LOAD TABLES' BY CASTCRETE MAY MIS EDITION • ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS SAFE UPLIFT LOADS FOR 8- PRECAST & PRESTRESSED U-LINTELS 4tAW&6N SAFE LOAD - POUNDS PER LINEAR FOOT ad (42D PRECAST 10251 10241 159E I T-r (42') PRECAST CO (48") PRECAST 786 1 769 1 13M 4'd (48") PRECAST C4r 04') PRECAST 692 591 I 1073 4'd (NJ PRECAST S-' (841 PRECAST 411 411 746 94' (841 PRECAST S-10' (7n PRECAST 340 339 018 8.10' 17n PRECAST OW (78') PRECAST 607 721 490 1T4r (76') PRECAST rd Mn PRECAST 424 834 3W r-r BIOS PRECAST OW (112') PRECAST 325 512 23D 9'-4' (1121 PRECAST 194r (12r) PRECAST 284 401 190 lad (128) PRECAST ll'd (13r) PRECAST 260 452 154 ll'd (136) PRECAST 17d (14P) PRECAST 244 402 137 17d (1441 PRECAST 134' (160") PRECAST 217 324 110 134' (10n PRECAST W-V (166D PRECAST 2D6 293 100 14'd (10" PRECAST 14'4r (1M PRESTRESSED NA 284 91 14'd (1701 PRESTRESSED 15W (1841 PRESIRE88ED N.R. 259 83 15'-V (1841 PRESTRE86E) 11`41' (208') PREFIAE68ED N.R. 104 64 1r4' (2081 PRESTRESSED 19`41" Mn PRESTO N.R 148 52 1V-' on PRESTRESSED 21'-4" (266') PRE N.R. 125 42 21'-C On PIiED7RESSED 2Z4r (2S4) PRE N.R 118 40 2Zd (2M7 PRFSDE88ED W-W Mn PRESTRESSED N.R. 91 33 Nd Mn PRESTRESSED (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE - PROVIDE MINIMUM 4.OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-0126.03 ;----------- 8F18-1T/OMf18---------------8F16-1TIOM/OB ____--_-___-__--T/------_-_— 1 1 to 1 to 1� ; ♦♦ g ♦♦ 19, -4"--------------- - co 5'•10" 12'-0" 61 1 , i 16 1 m ♦♦ ♦_ b ♦� 8F16-lT/OM/1B UNO, PROVIDE BB7 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 9'-4", LINO. ♦♦ 14- 1T OFM/01 AH7E 1 4'-0" 1 1 1 1 ------ - - - --� 1 8F16-1T/0M/0B 2 1 2 T-8- I I I pz d ro 1 1 1 1 i 1 R 1 1 1 I l 1 ♦♦ 1 ♦♦ 1 ♦ 1 ♦♦ 1 ♦ 1 1 � 1 1 0 1 1 I I ♦ 1 4 ♦ � ♦♦♦♦ 1 1 I J# ♦♦♦ 1 1 1 0 I i ♦♦ 1 8F36-lT/OM/OB ♦♦ 1 ♦ ♦ 1 W4"♦♦ 1 op —� 4# 8F36-1T10M/1B ♦ ; tV LIFT BEAM PLAN SCALE: 1/4" = V-0" A R C N I T R C T N 6 Grou;r 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosipgroup.com AA N: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886.2628 FAX 813466.2802 ��IIII� �91111N111; Summ ac 7.oT SILVERADO LOT #21 BLK. #10 PROJECT* 03719.000— 21101 MODEt1 2795—F GARAGE 8TI111M.: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B NOTES TO THE INSPECTOR/CONTRACTOR TYP.B"X8" m 1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. ��•(�G\' PLACE 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING \,\c`STEEL HEIGHT. �OF 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 b SN SHOULD THE DOUBLE N BOND BEAM COINCIDE D BEAMS WITH A #5 BAR IT DE WITIH A LINTEL TEACH COURSE. TYP. 1 HE BOTTOM BOND BEAM #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL COURSE OF BONG BEAM / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP FTHE LINTEL. A <J 6.. NOCOMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. X / VERTICAL REBAR W/ 10" HOOK / �$ F(�P�� 8x16 08L. BOND TOP OF •�� •1' $ Q�E BEAM W/ (1) #5 BAR BOND BEAM- EACH COURSE 'O G 8x8 BOND BEAM T P F Wl(1)#5 BAR.y: BOND BEAM 30" TYPICAL F = FILLED W/ GROUT \O�\\O U =UNFILLED GROUT SOLID FROM T P .Tl NOMINAL LINTEL TO TOP OF BOND] OF OPENING WIDTH # OF #5'S, IN 2NO BOND BEAM, IF FILLED LINT BEAM COURSE #5 BAR IN BOND BEAM SEE NOTE 5 �j/J /� 8x8 PRE CAST CONCR 16-1 T/ 1 1 V I/ p NOMINAL—� LINTEL WI(1)#5 BAR ( P� HEIGHT # OF #5'S, TOP LENGTH OF BAR =WIMASONRY CORNER 0 OPENING-2" IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE DR 2 BEAM DESIGNATION REINFORCING OF BOND THAT XFXX-1T/1 M10S INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRSCALE: 314"=V-0" BEAM 1 AND xFXX-iTroMroB NDICATESASINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L SCALE: 3/4'=V-0" IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATITOP AND XUXX - JTH M/08 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX- 1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3/16 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE. 145 MIN HEAD WINDOW SIZE ..300 MIN EMBEDMENT 1 SINGLE BOND BEAM 114") 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1/4" EMBEDMENT #5 BAR BENT AS SHOWN 2x6 (MIN 2 X 3) 2-3/16 TAPCON PRE -CAST _. t4t" OR DRIVE PIN (MIN SHANK WINDOW SILL SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" SLOPE FROM EACH END AND 18" 11/4" EMBEDMENT 9 2x8 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.146 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING — BAR TO BE PLACED IN 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ /7/19'OSB UPPER AND LOWER #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END VCMU BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW WALL SILL CONSTRUCTION CORNER BARS 4 ARCHWAY FRAMING DETAIL AT CORNER STEP scALE: i 1/2"=1'-0" 3 SCALE: 3/4"=1'-0" PROVIDE 3" DIA. HOLE IN ( LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. � I > I I SINGLE #5 CORNER BAR, 30X30 TURNED UP 5!I Ey O ( I OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM ER PROVIDE #5 BAR OR DOUBLE REINF. BAR(S), AT EACH SIDE STEEL REINF. OF OF ELEVATION PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. Ar CHANGE IN �XAT ELEVATION OF BOND BEAM 7 SCALE:3/4"=l'-0" SINGLE LINTEL, MULTIPLE OPENINGS v SCALE: 3/4"=V-0" I N C N I T E C T= Grouper 41 N. RONALD REAGAN BL% LONGWOOD, FL 32750 PH: 407-7746078 fAX; 407.774-4078 www.ebdeslWooup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813-886-2802 SLJHDIV. de LOT SILVERADO LOT #21 BLK. #10 pROJECT# 03719.000-21101 MODEL 2795-F 0ARA0E SwtxG: RIGHT PAGE: DETAILS 150 MPH EXP. B P 6 r &%JwN - 6/03/20 DATE: SCALE: 1/4"=1'—O" SHEET s2.1A FRAMING NOTES: ^ ^ ^ ^ ^ ^ ^ ^ ^ k k k k K 'w 'w 'w 'w w w' w li 13 w' 3 w 3 w U U cl )) 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. --p------I�--yl------yl-- CONCRETE TO WOOD FLOOR: u SIMPSON LTA2 W/ (8)10d x 1 1/2" HDG NAILS, WOOD IL WOOD: CA SIMPSON HiOA OR LGT2 WI 10d x 1 1/2" HDG NAILS. FILL ALL HOLES. p y I WA Ap q qp pr pW � � � CJ7 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER CJ3 I x - ■ = x If n II n ■ p n — — _� —1— — — —� — — — ■ x N n x ■ 11 CJ3T' SCHEDULE. y■ gx ®■ 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE I A p G R A M 1 Bq II MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH CJ5 6 — • a u ■ u 1C n N u ■ p x I ni u a x u II • Ls■s� CJ5T MANUFACTURER'S SPECIFICATIONS. •1 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS to AH7 I I lA i ARE TO BE GALVANIZED. •� •1 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. _ ' �' � s . _ �' ea=.meeeem= s...� AH9 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE - — — — - — — CONCRETE LINTELS. — — — — — _— _ _ 3 a:i �■ e e s c;�cmom c�c�c c;�s c�c�c�6 c AH11 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND 9q I CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 2X4 BLOCKING BETWEEN TRUSSES ------- ------ I----- — — — — — — -- c $ a: 9 9-9 I0 Samoa c AH13 24' O.C. TOE NAILED TO ADJACENT 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE TRUSSES W/ (2) l6d COMMON I I \Q SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE NAILS A SECURE TO BM. W/ . a .....: m®= mewl= a m� s . s . s . s AH16 FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS SIMPSON LTA2 USED TO BRACE I LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND TOP OF WALL APPROVAL. I—s:I—I s�eeeeac me®:ewe AH17 9, PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES i SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED ��eemsam.s.:. e.eommmale e�64--e. s.. ee>a= .. =.=. s.. AH19 FASTENER, ZF 72 PBS36, .177"' x 2 7/8" LONG, WITH WASHER @ 16" O.C. I 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END— UNLESSOTHERWISESHOWNDIFFERENT. d. I. I..--I—sew e—m AH21 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON I RATIONAL ANALYSIS. I I 12. ALL ELEVATIONS ARE REFERENCED FROM V-0", FINISH FLOOR. UNLESS Us722x38 s. e — I . s n = AH23 NOTED OTHERWISE. I ATTIC I e{—=---s...o—Imna��e� emeanm m �� m 74 I I I i - =:al=—s=m I— I.I .I I . I . I . I . I I q TRUSS MANUFACTURER / ENGINEER NOTES: - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE =.=.=sm®mas_mm®s—e—m m .gym mmms alosmv®mm®.s®P. Al FABRICATED W/ A 2x6 BTM. CHORD (MIN.) ------------- 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS _.. e . _ . a � x x .. ®� Al WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO s s� omeoos - a I . s . m . = . =1. m . m . s . Im Al TRUSS CONNECTIONS._®`��� 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. I I I MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. ;.... ,_ • . a✓ • s . m m . . .I....... �a A2 I I I I II iL------------ A3 PREFABRICATED F — _ �s�a.�...e .1.6.e... ... ......�..a...■.. Aa ---------- s.sm�.l.:. ... s..s�.s-..I....... A5 I I I I ......s..s�.�e.= ... e.a—k.... s.....6 I I I A5 I I . :...■.I.I. ... . s.s�s. s. s.... f AH23A y/A I / e...I.I... s.s a. a .asek I—I—s... eta e AH21A ......... ........ .m.:...s..>::. .—HA D Q >AA �.- _ 2�� ,(fie \ \\\ ACCCE=SSA :.m. e.. I I AH15A m......same:=e::.- ..a—..... AH13A m... I . . . I..e®e: :.I.I.. AH11A s s>sos. e.m ......=.em I m.a.. AH9A IB to AH7E •1 •1 1A 1 1 GA CH9 GA CH7 4 OI GGEA a N W 11 n Nx asm e . II 'tl L0 =J5 . itII IfII m . C,J5 Q N wpp pn W a,0 q I II y� A ■ N n It n w x_—_11--x--x_ O J3 s N a Ippl CJ3 CJ7 ��Q n w NN INNI ygn qeN CJ, N N q q II II----`-.�_-■__.�-_.><_-" — — — — — — — — — — — �J' FRAMING PLAN ,p gg g y GGE SCALE: 1/4" = V-0" � r r r r In 7 )A � •y„ __ ._ A N C N I T B C T t 5 rou�L G� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774.4078 www.abdoWgigmup.com AA 8: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8138862628 FAX:8134186.2802 11111111111 01111111110 1BUDDZV. & LioT: SILVERADO LOT #21 BLK. #10 PROJRCT# 03719.000-21101 M0DR7r'. 2795-F GARAGE 8QINO: RIGHT PAGE: FRAMING PLAN 150 MPH EXP. B A R C N I T E C T 8 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 # 1100 UPLIFT SIMPSON B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH ROOFIWALL/FLOOR SHEATHING TRUSS ANCHOR WITH NOTE: A PT SYP #2 2" x 4", HTSM20 WI10 10d TO TRUSS AND (4)1/4" x 2 1/4" (12)16d x 1 }" NAILS TO TRUSS DBE STRAP, t EACH SIDE WRAPS UP AND FASTENER SCHEDULE" (9) 10d x 1 }" NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE 6", 8" z 4'-0" MAY BE ADDED OI 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE TITEN 2 ANCHORS TO CONT POURED LINTEL �p� NN Gs� 11 OVER TRUSS (NOT SHOWN) G(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2" x 4", EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # t900 UPLIFT (2) SIMPSON , GI'OU LLC. (16) 10d x 3 }" NAILS TO GIRDER AND 6", 8" x W-W MAY BE ADDED CONJUNCTION WITH HEAVY UPLIFT ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. HTSM20 INSTALLED ON PRE-ENG TRUSS (2) SIMPSON HETA16 TRUSS ANCHORS W/ tOd NAILS, 2 ROWS, 3" CONNECTOR OPPOSITE FACES OF 1441 N. RONALD REAfiAN BLVD. WITH (12)16d x 3 }" NAILS TO GIRDER O!C TO FACILITATE ONE BLOCK WALL W/1010d TO LONGWOOD, FL 32750 ADDITIONAL PLY MAX. TO TRUSS AND (4) 114" x 2 1/4" PH: 407-774-6078 lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS A -(I) SIMPSON LGT3-SD52.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM FAX: 407-774.4078 SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH (4) t x 5" TITEN HD TO CMU AND (12) SOB CONT POURED LINTEL www.abdeolgigroup.com 2x SECURED W/ (3)16d }" x 2 }" TO GIRDER AA #: 0003325 GALE. COMMON NAILS. ENGINEERED WOOD S-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED W/ 10d TRUSSES @ 24" OIC, IX2, 2x WOOD FASCIA (2) }" x 5" TITEN HD TO CMU AND (18) SOS }" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER DRAFTING BY: 12" O/C FOR REVIEW 2x SECURED W/ (3) 16 C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH A.B. DESIGN GROUP AND APPROVAL GALV, COMMON NAILS. 2 x VTITEN HD TO CMU AND (18) SOB ' x 3" ()}" DRAFTING INC. 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) 5498 BEASUITE CENTER BLVD. GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED SUITE 004 MASONRY BOND BEAM 12"O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS FLORIDA33834 TAMPA,3.34MS-2628 SEE SCHEDULE PH: 819., 88.280 A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY). A ALLOWABLE UPLIFT = 3285 L85 (2 OR 3 PLY) TITEN 2 ANCHORS MIN. FAX: 8194388.2802 B ALLOWABLE UPLI FT U2705 LB2 PLY ( 11111111111 N *- 2x WOOD FASCIA, STRENGTH EPDXY 6' - - ----- - SEE ARCHITECTURAL MIN. EMBED, AT 32" OC IF PER ELEVATION 1x4 DIAGONAL SECURE GABLE T02z8 ■ PRE-ENG GABLE TRUSS BTM. CHORD P.T. PLATE W/ 12d's 8" PRE-ENG FLOCR TRUSS BRACING, SEE O.C. MAX 5/8" GYPSUM BOARD OR 1/2" HIGH PLAN FOR LOCATION STIFFBACK (AS PER N TRUSS ENG) CONT. 2x4 SECURED W/ STRENGTH CLG BOARD MAY NOT REQUIRED E TBE I20 NSTALLED @ EACH SS SECURE TRUSS TO TOP PLATE wl (2) TOSTM. CHORD OF B O.C. MAX. 16d TOENAILS .qr DOUBLE TOP PLATE HTT4 W/ 5/8" A.B. WITH WOOD ROOF TRUSSES I� MIN. 7" EMBEDMENT V TE SCHEDULE FOR O SLAB 8 (18)16d x 2 2z4 OR 2x6 WOOD BEARING 2-1/2" NAILS TO POST., SE BOND BEAM RED. WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING a • 1x4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER 1/2"GYP. WL BD. - MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF a•_. : '� °'a .a Q: 10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD BLOCK WALL W/ GABLE END00 INTERSECTION TYP. BTM. CHORD BRACING r SCALE: 3/4"=1'-O" l V PRE-ENG D TRUSS GIRDER/WOOD POST CONNECTIONS SCALE: 3l4"=1'-0" 5 SCALE: 3l4"=1'-0" FLOOR TRUSS CONNECTION @ L.B.W. CENTRAL ACING SPACING SPACING 4 SCALE: 3l4"=V-0" (NO UPLIFT) SEE SEE CHEDUL SCHEDULE MING PLAN MUM 6" 7" 7" 6" 7" 7" 5" 5" 5" Cr w 09 SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE O THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH 114"0 ��' C! 51I2" MIN. EMBED. (TYP) 1.ENSURE ARE USED SO LONG AS THEY CONFORM TO THE ,)✓ OLE EDGE >5/8" HOLE DIAMETER INTO GROUTED CELLS,,- L PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. FOLLOWING lltMDIV Aa LOT: SILVERADO LOT #21 BLK. #10 PROJECT# 03719.000-21101 MODEU 2795—F GARAGE 8`111IIMG: RIGHT PAGE: DETAILS 150 MPH EXP. B < 2/5`D SGL. STUD 2: 2. END OF FRONT AND REAR LEDGER SHOULD OUTER i/3 OF g LAP A MIN OF 4'-0". 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS ITE-T• SPAN ONLY 3. ALL BOLTS TO HAVE WASHERS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS DIE C A B Z 4. EXP. BOLTS/J43OLTS SHOULD NOT BE ANY EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES HOLE EDGE >5/8" A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS WI (1) 3/4"° SIMPSON TITEN BOLTIJ-BOLT, 5" MIN. m CLOSER THAN 6" O/C. AS THE ONE SPECIFIED, CONCURRENTLY, IT SHOULD BE NOTED FLOOR AND EMBED (22)16d GALV. COMMON NAILS AND (8)16d GALV. COMMON NAILS. S. IN LIEU OF HILTI PAPS SIMPSON TITEN 114" ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE DIA. x 3" MASONRY SCREWS MAY BE USED, B - SIMPSON HUS28 G < 2400 LBS, U < 1425 LBS WI (2) 3/4'" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. (2) _ PT THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO EMBED (22) 16d GALV. COMMON NAILS AND (10)16d GALV. COMMON NAILS. C - SIMPSON HGUS28-2 G < 2400 LBS, U < 1810 LBS WI (2) 314'" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12) 16d GALV, COMMON NAILS. O - SIMPSON HGUS28-2 G < 4800 LBS, U < 1810 LBS W/ (4) &4"° SIMPSON TITEN BOLT/J-BOLT, 5" BTM. HOLE DIAMETER MIN. EMBED (36) l6d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. PLATE < 3/5'0 DBL. STUD E - SIMPSON HGUS28-3 G < 4800 LBS, U < 1810 LBS W/ (4) 314- SIMPSON TITEN BOLT/JBOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. WOOD LEDGER ATTACHMENT DETAIL 9 SCALE: 3/4"=1'-0" STUD NOTCHING LEDGER SCHEDULE MARK SIZE BOLT SIZE BEDGESFACING CEMWiLSPAGNG A DOUBLE 2x8 112" 8" O/C 16" OIC B DOUBLE 2x8 31" 8" O/C 24" O/C C DOUBLE 2x10 1/2" 8" O/C 16" O/C D DOUBLE 2x10 34' 8" O/C 24" O/C E DOUBLE 2x10 3/4" 6" O/C 16" O/C F DOUBLE 2x12 314" 6" O/C 1 12" O/C A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO FI AND F2 FORCES. 4 na DATE: 6/03/20 11 ALTERNATE MATERIALS SCALE: 1/4"=1'-O" SCALE: 314"=V-9' SFIEET Q AND BORING LIMITS 10 WOOD LEDGER DETAIL . 0 SCALE: 1 1/2"=1'-0" SCALE: 3/4"=1'-0" FLOOR DECK 2x6 PT TERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3) 16d COMMON W/ (6) 3/16" ° x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING SCALE: 3/4"=l'-0° SIMPSON H6 W/ (8)8d COMMON NAILS 2x STUDS SIMPSON H6 W/ (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OFSTUDS PLYWOOD FLOOR SHEATHING SIMPSON SPH4/SPH6 BTM. FLOOR TRUSS OR PLATE STRAPS W/ 10d x 1 GIRDER TRUSS 1/2"HDG NAILS WALL / FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL SCALE: 3/4"=1'-0" DBL PT 24 BLK'NG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1ST PLY INTO LEDGER AND 1Od @ 3" O.C. STAGGERED UPPER PLY INTO 2x6 BELOW 8" CMU WALL REINF PER PLAN PER ELIE ION rL ZZ to �ZQQ 3vU gQw PER VAT N m 1X2 FIRE -STOP �`— MI #8 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED OFF CENTERLINE OFF 2x6; MI 3/4" AS SHOWN SIMPSON A23 EA. TRUSS 4^ 1161 NAILING INO PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE DBL 2X LEDGER FRAMING PLAN) SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING 3 ON EXTERIOR WALL SCALE: 3/4"=1'-0" #8 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED MI AS SHOWN DBL 2X8 LEDGER JI11N11 TO CMU W/ 1/2" EXP. BOLT 8" CMU WALL AT 16" O.C. AND 8" FROM MI REINF PER PLAN END W/ MIN 5-1/2" EMBED. FLOOR DECK PER ELEVATION Z NALLAMa PATTERN ODU Kw PER EL A ION sp PRE-ENGINEERED WOOD 2x4 P.T. CEILING 24 FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS @ 12" O.C. 1X2 FIRE -STOP SECTION DETAIL AT TRUSSES PARALLEL 4 TO EXTERIOR WALL SCALE: 3/4"=V-0" 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN 2x4 BLOCKING BETWEEN TRUSSES TRUSSES W/ 10d 0 3" O.C. 1ST PLY FLOOR DECK 2x4 CONT. W/ (4)16d NAILS (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT INTO LEDGER AND 10d @ 3" O.C. #8 WOOD SCREWS 2x4 BLOCKING @ EA. BRACE. NOTE: @ TOP OF FLR TRUSS BRACE W/ (3) 12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) STAGGERED UPPER PLY INTO 2x6 x 2" LONG @ 3" O.C.; MI TOENAIL INTO TRUSS W/ (4)16d STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS ST. TRUSS (DIAG. BRACE TO BELOW STAGGERED OFF CENTERLINE OFF 2x6; - NAILS @ EA. END MUST NOT BREAK WITHIN PLATE OF 2ND FLR) COVER 5 TRUSSES) 3/4" AS SHOWN 2x4 BRACE @ 48" O.C. w/ (5)12d 1'-0" MIN. FROM 2ND. FLR. FLOOR DECK 0'-0" TO 30'-0" (1)'0C' BRACE NAILS @ EA. END LINE 2x6 CONT. WI (8) 16d NAILS 30'-1" TO 60'•0 (3) "X" BRACE DBL 2X8 LEDGER TO CMU W/ 1/2"EXP. BOLT NI Bd RING SHANK NAILS @ 4" O.C. MAX @ ST. OF FLOOR TRUSS PRE-ENG GABLE TRUSS (1) "X" BRACE DI CENTER 8" CMU WALL AT 16" O.C. AND 8"FROM INTO BLOCKING (BT. 2X6 IS FOR WALL (2)'0(" BRACE DIVIDED EQUALLY 2z SUB -BAND STIFFBACK AT ALL REINF PER PLAN END WI MIN 61Y2"EMBED. 16d NAILS @ 8" O.C. MAX SHEATHING NAILER) FROM CENTER TO END. UPRIGHTS OVER 4'-10" NIGH 1X2 FIRE -STOP (AS PER TRUSS ENG) PER ELEVATION J& FLOOR DEC /4" PER ELEVATION PER ELEVATION a PLYWOOD SHEATHING, SEE Z NAILING PATTERN "ROOFNVALL/FLOOR 3 v= SHEATHING 0 FASTENER SCHEDULE" PER ELEVATION N aK lk PER ELEVATION PER ELEVATIONA, SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 2x4 P.T. CEILING " PRE-ENGINEERED WOOD 24 M FLOOR TRUSSES (SEE PRE-ENGINEERED WOOD CONNECTION PER 1x2, 2x WOOD FASCIA NAILER W/ FRAMING PLAN) PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN)SEE ARCHITECTURAL TRUSS MFG. MASONRY NAILS @ 12 O.C. FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR SIMPSON HETA-16 @ 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, REPAIR DETAIL I F FRAMING PLAN) BOND BEAM REG. BOND BEAM REG. EVERY TRUSS (VERIFY 1x2 SECURED Wl 1Od SUBMIT SHOP DRAWINGS IX2 FIRE -STOP LEDGER INSTALLED TOO LOW SIMPSON HETA-16 @ W/ TRUSS PLAN) GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN AT TRUSSES PARALLEL 32"D.C. MAX. (VERIFYW/TRUSS SECTION DETAIL 12"O/C AND APPROVAL SECURED W/(2)12d's@ MASONRY BOND BEAM EACH TRUSS TO EXTERIOR WALL PLAN) AT PARALLEL /PERPENDICULAR SEE SCHEDULE 5 GABLE END PRE-ENG'D TRUSS scALE:3/4"=r-o PRE-ENG FLOOR TRUSSES scALE:3a"=r-0" 6 �7 W/ HIP RETURN SCALE: 3/4"=i'-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" D.C.MAX NOT SHOWN FOR CLARITY) 0 R ELEVATION FOR STRAPPING VERIFY PRE -EN G ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRU88 TO TOP PLATE 5/8" GYPSUM BOARD OR 1/2" HIGH WI 1/2" DIA. ANCHOR BOLT W/ 2" A - SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4z6 SYP NO.2 WASHER SET IN HIGH U <990 LBS W/ (14)10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6" MIN. GALV. NAILS, 16d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14)10d BELOW FOR PLATE W/ 12d's 8' O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL417239 PLANS FOR SPACING. SINGLE CONC.POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE OBL. TOP PLATE PROVIDE BLOCKING SIMPSON SPH4 OR SPH6 BTM 1/2" GYP. WL. BD. o° AND TOP PLATE ANCHORS W/ ` 10d x 1 1/2" COMMON NAILS SECURE ST. PLATE TO SLAB W/ CONT. 2x4 SECURED Wl (2) 10d's @ EACH FILL ALL HOLES, DO NOT USE t0dx3" 1/2"x9" WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. EPDXY 5-112" EMBED. MIN. @ 16' 10a 10b 1 0c OC MAX. SCALE: 3/4"=1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL o •a° TRUSS TO POST CONNECTION O SCALE: 314"=T-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-PLY-SIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS Wl (16) 1/4"x3"SDS, (1) 5/8" A.T.R. TO HOU4 AND (10) 1/4" X 2 1/2" SDS TO POST TRUSS CONNECTION L.B.W. 9a gb POST TO SLAB CONNECTION SCALE: 3l4"=l'-0" A&B - SIMPSON ASU44Z POST BASE <U:1,900 G:5,660 W/ 518 DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 GA 0,335 W/ 5/8 DIA. x 6" EXP, BOLT C - SIMPSON HTT5 POST ON SLAB <U*W5 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB 8 (26) 16d x 2-1/2" NAILS TO POST. A 1 0 N 1 7 I C T 8 6 GWOL 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosipgroup.com AA #: 0003325 III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. $436 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: 813886.2802 aunuiu� a1LT8Div. la LIT SILVERADO LOT #21 BLK. #10 PROJECT* 03719.000-21101 HODEU 2795— F CARACE aMRTTC: RIGHT PACE: DETAILS 150 MPJJ EXP. B q � .l GAWE.END �� HIP RODF jF- w ROOF WIND DESIGN PRESSURES NET(GRO85) ASCE 7-10 ZONE 1 = 8.97 PSF (19.97) ZONE 2 = 17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43,53) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B' RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT+-0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND Sd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS, SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 20 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 681 EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3N'. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 30r. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE, WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb = 1100 PSI ANDA MODULUS OF ELASTICITY = 1,400.000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED PRESSURE TREATED BOTTOM PLATE REQUIRED WOOD FOR NON STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY 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 AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN 1S OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017. 6th EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENCI NG PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYp #2. WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM Al 85, GRADE 85 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH T CHAIRS SPACED X-0' OC, EACH WAY. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. RESAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 8 x BAR NO, UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf REVIEW. 20 psf TOP CHORD-ran<onconerx TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" 10 psf BIM CHORD -non-concurrent DEADLOAD DEAD LOAD 15 psf TOP CHORD 20 psf TOP CHORD (7 psf W ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) 10 psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 10psf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" SY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPVVVTCA BCSI V COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES, TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. R N RE F 8 #5 BAR - 30" #7 BAR - 42" PROVIDE 36' x 30' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, WIND: DEAD LOAD SPEED =150 MPH 3- SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY 11) ONC E F R IN CO 0 F U IN ORCING ARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) 00 NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200pst, GUARD IN -FILL COMPONENTS; 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (ACI 5301 ASCE SRMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS 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 70 VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE f1n - 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL B E 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 E PLAC ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS)ARE PROHIBITED ING C RETO -W ALL LUMNS. GROUT USE 70 ILL MASONRY CELLS SHALL COMPLY WITH 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' ROOF/ WALL/ FLOOR WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. SHEATHING FOUNDATION/ SITE PREPARATION: TYPE 'M"OR'S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS FASTENER SCHEDULE EXCAVATIONS AND SLAB SU8-GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR, SHANK 8d RING SHANK, 21/2" 0 120" 170,000 RING SCREW SHANK i6-20 RINGS PER INCH) 8d SCREW SHANK 21/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 TOP CORD BLOCKING AT 4' 2. INTERNATIONAL STAPE, NAIL III TOOL O.C. MAX. IN FIRST 2 FRAMING ASSOCIATION (ISANTA) ESR-1539 SPACES AT EACH END. RAFTER OR TRUSS RnnF RHpnrHlNr _�_ EXTERIOR SHEATHING USE 1/2" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES , 0 m W , � LL U � N . J v 0 C� . (Z='U. /1 QY CD . I _ -__MR '1 -____vmmm " ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING C8d RING SHANK GUN NAILS 0 6" O.C. IN FIELD ` TO BE STRUCTURAL GRADE �•• 8d RING SHANK GUN NAILS (art 12" O.C. IN FIELD or Sd x 2 112"SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.6.jN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT, WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR WALL SUBMIT PROPOSED WX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' d- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COLWLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C940R MEASURING, MANG, TRANSPORTING, ETC CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNUTES, THE CONCRETE SWILL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPUANCEMTHTHEABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A Y FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER i-I/Y FOR AS AND SMALLER 2' FOR s6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4" FOR SLABS, WALLS AND JOISTS IAA FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 8 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURAL STEEL: THE MATERIAL FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE 8 Fy = 46 ksl. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy = 35111& TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING, ALL OTHER BOLTS SHALL BE ASTM A326-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APMICATNXJ 9GE 1rPf SPACAb REMM16 APMKATBXN SIZE I TYPE SPACING REMA 14 PT FURRING TO CASEHARDENEDOOIL " GgMGE DOOR BUG% 110- TAPCON MASONRY 11,R•EMBEO.,X"ENOOIST., MAWNRYICONC. NAILI-LONO, TO MASONRYICONC. NOWASHER FASTEN£0. 0"OIC 11?EDGE 019T. to PT,SEENCTEB CASE HARDENED OOIL NAILI -LON. cOx: STAGGERED WINDOWl000RlFASTENED To MASONRYICONC GARAGE DOOR WCK TO MASONRwCONC. -DIA. WI WASHER EXPMNSION BOLT Zd•OIC X•EMBED., O•END DISi., 3'EDOE 013l. WINDOW WOK CASE HARDENED COIL OC WINDDwID-FASTENED METALIII- TO CONTACT THIS ENGINEER FOR SPACING tx PT,SEE NOTES NAR 11?LONG. 9TAGGEREO INTO MA90MYICONC. MASONRYIttNIC. REQUIREMENTS %i. SWINO DOOR QI110'OW. 'TAPCOM 100� I -EMBED, V ENO. __No w000 1?° EXPANSION CENTRED. X•ENO 2d"Q'C WCK Zx Pi, SEE NDTEO NO WASHER FASTIER DIST., I- co EDIET. WALL TO CONO, MAE W/WASHER BOLT PEOGEOIST. PTxTTEL�WINDON WCK 11108•PAFxR 1? YdC A'END. OIsi.,11? O SECOL.,SEE WlWABHER 9TAGGEREp EDGE DIET. � 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE ODORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. A It C N I T E C T: 16 DesGroin 441 N. RONALD REA LONGWOOD, FL 3 PH; 407-7748011r FAX: 407-774-4078 www.abdeslgOgroup•com AA #: 0003325 DRAFTING BY; A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886-2628 FAX: 813886-2802 BIIIN11113 1lLJ13DIV. as LOT: SILVERADO LOT #21 BLK #10 PROJECT# 03719.000-21101 MODIEW 2795-F GARAGE 99WING: RIGHT PAGE: DETAILS 150 MPH EXP. B AUG aRwI7'ffi 8/0:3 8CAl.E= 1/4"=1'-O" s�E >s N 1 2-cl /-ti- t/0k3 46 f I f 1 1