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HomeMy WebLinkAbout7088 Silverado Ranch BlvdI- 99 •Of' . 04EHB -]HAYDEN 99 6U O�p�'f WITH �REVA0.ING ALA Vv"�3RFC SBA►-�. C CODE, S �LP'LORI®ABUII.DING C®pE 1 ECTRIC CO RHI��,S N�® H V 0f ZEpH AN ORDINANCES e0*00 #CUES �l Nam. Rt 12602 TELECOM C)RIVE, TAMPA, FL 33637 7el= (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS • FBC RESIDENTIAL OTH EDITION (2017) ABV. ABOVE MIER. MANUFACTURII A/C AIR CONDITIONING MIN MINIMUM DATE DESCRIPTION O6%i/n 2-STORYCMICONVERSION ARCHITECTURAL SHEET DESCRIPTION •FLORIDA FIRE PREVENTION CODE ISTH EDITION ADJ. ADJUSTABLE M.T. METAL[IMFSHO[D D.R. HORTON HOMES • NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION ALL LOCAL AND STATE CODES ALT. AMP. BD. CL TD. ALTERNATE MMOUNTED AMPFRAGE MT'L METAL BOARD NTS. NOT TO SCALE CENTER LINE O.C. ON CENTER 0LAW DID SET ISSUED PG CI -COVER SHEET PG GN-GENERAL NOTES 0A3/16 ADDED ELEV. 'J' 4 IC WITH SIDING PER MAR, BOLES wfiem am SET RE-16WED 12602 TELECOM DRIVE *OCCUPANCY - RESIDBNTIAL, GROUP R3 GAB. ctG. CABINET PL PROPERTY LINE CEILING p.B. PUSILeUTroN PG Al -FIRST FLOOR PLAN p,4fi1v FOOTINCsREVISIONSPERI" BO11ES TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 •CONSTRUCTION TYPE - VB •YIN. INT157IIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=150 MPH • E)MURE - B =116 MPH •I -STORY RESIDENCE - :I -STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES cLR. CONC. CP . C.T. D. D DG. .G. DU. DIM. DLSP. DP. DR D.S. CLEAR PH. PHONE CONCRETE Ptr. PLATE CARPEL PLYwD. PLYWOOD CERAMIC TEE PR PARR DRYER P.T. PRESSURETREATED DOUBLE R RISER DOGLAZED R. RADIOS DIAMETER R.A.G. RETURN AIR GRILL DIMENSION REF. REFRIGERATOR DISPOSAL RM. ROOM DEEP R.O. ROUGH OPENING DOOR S.C. SOLIDCOREEXTDR DOWNSPOUT S.D. SMOKE DETECTOR PG AIA-FLOOR PLAN SECTIONS k DETAILS PG A2—SECOND FLOOR PLAN PG A3K-FRONT h REAR ELEVATIONS "K" PG A4K-LEFT & RIGHT ELEVATIONS 'K" PG EI-FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN PG PI -PLUMBING PLANS PG MI -FIRST FLOOR MECHANICAL PLAN o6mys I -JOISTS INCORPORATED INTO MASTER PLAN 06l16A6 CONSTRUCTION DOCIJ"BdIS RE -ISSUED SSJl/J5 ADDED VALLEY FRAMING DETAIL, UPDATED BOLLARD DETAIL &)6AB DETAIL- 'ADDING BAR TO BOND BEAM' ADDED TO 612A 0246Ag PLAN MAINTENANCE ftft 9 REVISED LINTEL SIZE AT FRONT ENTRY DOOR • STATE OF FLORIDA S �' C OTT. DETAIL S.H. SINGLE HUNG OI/76/19 UPDATED LEDGER BOLT SIZE 4 SPACRIG PG M2-SECOND FLOOR MECHANICAL PLAN PROFESSIONAL ARCHITECT: ' D.W.EACH AS"" SILTED. SHEET THING PG DI -DETAILS IST FLR LIVING IJ04 Sa FT. 2l�GFLRNG LIY"I Iba FT. ROLAND A. ABOUCHACRA ELEv. ELEVATION SOWR. SHOWER EEXXH. EXHAUST SLR SLIDING PG D2-DETTAILS PG D3-DETAILS AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 TOTAL LIY:G 204* Sa FT. GARAGE 431 SQ. FT. PORCH ELEVATION V Ill SQ FT. TOT&ELEVATIONV 3,153 Go. FT. S'xW PATIO W $a FT. EXT. F.GIFX. F.G. FIN, FLR FLUOR FRDR. FTC. GA. GAR. DISP. G.F.L EXTERIOR SL. L SLIDING GLASS FIXED GLASS STD. STANDARD FUEL GAS SWS SHEAR WALL FINISH SECTION FLOOR TEMP. TEMPEREDGLASs FLUORESCENT THK. THICK FRENCH DOOR T.O.C. TOP OF CURD FOOLING T.O.P. TOP OF PLATE GAUGE T.O.S. TOP OFSIAB GARBAGE DISPOSAL TYP. TYPICAL GROUND -FAULT U.N.O. UNLESS NOTED PG D4-PRODUCT APPROVAL LISTING PG WAI-MALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WAS -WALL ASSEMBLY DETAILS Fax: (407) 774-4078 GL. GYP. BD. CIRCU T INTERRUPTER OTHERWISE GLASS V.P. VAPORPROOF GYPSUM HOARD W. WASHER STRUCTURAL SHEET # DESCRIPTION PG S1-FOUNDATION PLAN H.B. HOSEB® W/ WITH H.C. HOLLOW CORE WD. WOOD DRAWING / CONTRACT DOCUMENT HDR. HEADER WDW. WINDOW HGT.ORFIT HEIGHT W/H WATFRHEATER PG S1.IA-DETAILS REVIEW BY BUILDER �UL LAV. UM. W.7. WROUGHT IRON INTERIOR LAVATORY LUMINOUS PG PG 51.2-FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS THE BUILDER ASSUMES ALL UABIJTY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. M.C. MEDICINE CABINET PG S2-FIRST FLOOR LIFT BEAM PLAN AND NOTES IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2.IA-DETAILS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAIUNG OR PG S3-FIRST FLOOR FRAMING PLAN EXPLANATION IN ORDER TO BUILD THIS PROJECT PG S3.1A-DETAILS BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A PG S3.18-DETAILS WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO PG S3.1C-DETAIIS THE ARCHITECT OR ENGINEER FOR CLARIFICATION. PG S4-SECOND FLOOR DECK PLAN AB DESIGN GROUP WI.L RESPOND TO All. WRHTEN PG S4.2-SECOND FLOOR DOWEL PLAN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER AB DESIGN GROUP TAKES NO PG S5-SECOND FLOOR LIFT BEAM PLAN AND NOTES RESPONSIBIIJTY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF PG SIB -ROOF FRAMING PLAN PG SN1-DETAILS THE CONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.alxle WVoup.coIn L AA #: 0003325 ail at mmliV. & LOT SILVERADO LOT #20 BLK. #7 PROJECT# 04128.002-20071 MODEL 4EHB "2605-HAYDEN" GAIItAGE B\IMG: RIGHT PAGE: COVER SHEET 150 MPH EXP. B FDOD 5/31/19 BCA* m 1/4"=1'-O" BI;EET C1 (mpx ND1ES I. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) AND IN CONJUNCTION WITH ASCE 740. 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 R301.21.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDJOR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAM AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2, AS PER SECTION R3025.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN I-N INCHES THICK, OR 2D-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R3025.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.28 GAGE (0.48 R" SHEET STEEL P 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 R3026& TABLE R3026: THE GARAGE SHALL BE SEPARATED FROMTHE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAW% -INCH GYPSUM BOARD APPLIED TOTHE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 /8­INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOORCEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %%NCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING,ONSITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF 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. 6. COMPACTION BY FLOODING OR JETTING LS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'-D" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT 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' Tolm 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-2002) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOORSHEATHING FASTENER SCHEDULE ONSHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUI6EIG 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 %s 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 P3D05.2. 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 COWERNIGIS 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 RNRIRES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a 3. LATH & ACCESORIES PER ASTM-C-1063-11A & 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-C1063-1 to AND R703.7. 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. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE:10125118 (RM) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 Www.ebdmigngroupmm AA AI: 0003325 a S J 11P UDDIV.SILVERADO LOT #20 BLK. #7 ROJMTp T 04128.002-20071 MODZ7. 4EHB "2605- HAYDEN" GARAGE SIFMG: RIGHT PAGE: GENERAL NOTES 150 MPH EXP. B DjtjNT .9 A 5/31/19 scAla, 1/4"=1'-0" 819MICT GN ® 9 i0 NrmlcL v m v n n 0 i0 m M m e p H8. v e M1 0 s FIRST FLOOR PLAN SCALE: 1/4• " 1'-0' NOTE:2-STORY GYPSUM BOARD OPENINGS BETWEEN THE GARAGE 4 RESIDENCE SHALL BE EQUIPPED UATN SOLID WOOD DOOR NOT LESS THAN 1%' (35mm) IN THICIWESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN IaiY39mm) THICK, OR 20-MINUTE FIRE -RATED DOORS THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE A ITS ATTIC AREA BY NOT LESS THAN t}YO.1m) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS 8HALL BE SEPARATED FROM ALL HABITABLE ROOM& BY NOT LESS THAN sy'fB.9mm) TYPE X GYPSUM BOARD OR EQUIVALENT UNDER STAIR PROTECTION, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH V2 INCH GYPSUM BOARDS. FBCR 2011 (6TH ED.) 302.1 PATIO 3052- SGD� !2) 3052-SH EGRESS -6068 I 12'-4' I I � BFD$00�;12 a OOM �� � ROOM — I a -a• a.G 3'-8' 3'-8' b'-I@' I 1 j !2) 2068 A I I o vlc clv BATHIi2 �/ - Q I� � -d l I %fPC�I I e'-a' G-G. � `.^.��I I I C I I I I I I I I I I I Iq I 0 2_&. 8�_@. I •D 4,_@. 1 3�_@. 3,-S, 7868 SC STAIR DATA 20 MIN. Q I6 RISER s 154' ARCH B L/j 15 TREADS • I0' EIOLLARD AS REQ. PER BLDG. - 11 � CODE GARAGE III PIBX °III" a FOYER e'-e• cLG a' -a' a.G. pl m w s'-s• � m III 3mea wnr III TRANS 2'-I@' Ib'-@' '-I@• . - rrlti 2) 2- I g_g• �'_b• I@' I � 0 I a -a• q.G. -v Ib'-®' X 1'-O' O.H. e '-4'-4 5'-4' 2@'-4' I9'-4' cavae3rtMo cLeooelorroLaa e�sa eleo Elelbelees Fan a eEoolo autle OPBaltr gUIE ZaIE eAMNMOMb RHWke NDTIFE FOOfAOE MIN. WINDOW 10 5 25/-33 CRITERIA EXTERIOR 6WaVG � 5 24/-31 DR MIK CRITERIA SCaD. MIN. 41 5 23/-29 CRITERIA 16®�® O.HD. 10 5 20.1/-22.1 BASIC MIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT e t 0.18 BLDG. CAT.=I1, BXP.=H, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR 8TH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL 11IlQD IAAD VALUES FROM THE PRODUCE MANUFACTURER. C018noLDATEef1iIY SQ.FT. CALL. S 16T RR LIVNG 1,104 8Q. FT. 2ND FUR UVAYs 1301 8Q. FT. TOTAL LMlG 2p05 8Q. FT. GARAGE 431 8Q. RT. F'ORG1 ELEVATION K' III SQ FT. TOTAL ELEVATION K' 3J53 8Q. FT. akl0' PATIO 80 9Q. FT.U, MASONRY%FRAME WALL LEGEND 8'-8' BLOCK WALL urLo ON PLANS EIRG. HGT. VARIES 8' BLOCK WALL UNA ON PLANE ERG. INTERIOR ERG. WALL U110. ON PLANS aa' 1N0 LOAD BRCS. WALL UND. ON FLANS -ALL INTERIOR DOORS TO BE 6'-8' -ALL EXTERIOR DOORS TO BE 6'-8' UNLESS NOTED OTHERWISE W 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774$078 FAX: 407-774-0078 www.abdesigngoup.wm AA M: 0003325 a 8 J eSVBDIV. to LOTS SILVERADO LOT #20 BLK. #7 PROJECT/ 04128.002-20071 1tODEL• 4EHB " 2605-HAYDEN" GARAGE B ING: RIGHT PAGE: FIRST FLOOR PLAN 150 MPH EXP. B Dw 5/31/19 BIiEE'P Al �0 DHL. TOP PLATE 0 M BAR DETAIL A SCALE, 1/2'.1'-0' ARCH DTL. B SCALE. V2'.I'-C' I®'-0 3/4' 2ND FIN. FLR. W-8' BREa. HGT. 42' H. HW.F WALL- \\ UV CAP (2) LAYERS OF 3/4' PLYWOOD 3/4' T* SIb FLOOR OR (2) LAYERS CP 3/4' SIa GLUED a SCREWED FLOOR MATERIAL RIPS FOFO % FEWeDLL� SOLID NAIL NG PRE-ENG'D \ \ FLOOPOW. SYSTEM (SEE FLOOR \ FRAMNG SHEET) \ \ 4' HOCK PLATE \ STA *RI(C TO 0WORH 7 TO F9CR 6T �• E MN TREAD-W MARIX. PIMR.1 3/4' 3/Ifr' STAIR DATA: \ \ MIN. MAX VARIATION IN RBEM/rINEADB I&R • l94' ADJACEM TO EACH OTHER 3A' MAX 15 TREADS • \ S T O R VARIATION N ANY ECTIO11 DIA O IM 1ALL IO'. I' NOSING CNOCU.AR CROSS SECTION DW TO BE I V4' . \ .-V4' OR F:ROVIDE EQUIVALENT 3-2.12 SYP STOMPA \ GRASPABLLITY MOMS- MK V WIDE • RENFORCED W7X4 91T NARROIU END MK W WIDTH • I2' FROM UVCOM. BEAD OF NARIM END 34' MN HMORALL W.T. SUB -FLOOR ADHESIVE PL-400 OR SIMLLARE • NOTE.: EA HORIZONTAL RUN -ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON _ FM THE ENCLOSED SIDE WITH V2' GYPBU'7 • EA. U STR-d4ER BOARDS. FBCR BMA SECURE W/12d i'-V O.C. STAIR SECTION C SCALE: V2'•I' SECURE TIRADE TO STRNGER WK3)9 W SCRB18 • EA STRNGER mn4MADED SWANK TO EXTEND BEYOND THIQOESS OF SUB-PLOOR SWEATWM I' MAX NOSING \ I Z \ \ �U J \ \ 2X4 ATTACFED W/ Wd- MASONRY NAILS • 2X4 P.T. SLEEPER INTO SLAB U2TWIN V OF EACH END, 32' OL MAX AHU THE CLEAR SPACE BETWEEN 1 1/2' THE HANDRAIL AND THE WALL MIN. SHALL BE NO LESS THAN 1 1/2' HANDRAIL • 36' AS PER FBCR R311.1,0.2 W/ 2X4 RE-RNFORCING 42' R 1,2 NOTE: WALL W( HANDRAIL ENDS SHALL BE CAP RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: 1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 1#'± 2' OR A NONCIRCULAR CROSS SECTION WITH A $�o PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN b 1/4' AND a A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/9'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601A.1 / F.B.C. 2011 HANDRAIL SECTION D SCALE: 3/4'.I' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdestgngroup.com AA 8: 0003325_ Y 3 � j CiL aysDiv ac LO SILVERADO LOT #20 BLK. #7 PROJECTHp T: 04128. 02-20071 KODZ74 4EHB "2605- HAYDEN" GARAGE 8 IM01 RIGHT PAGE: FLOOR PLAN SECTIONS & DETAILS %150 MPH EXP. B 0 WLbW A ABOIJI"CRA AR NO 987= J DwRarr 5/31/19 sCA=. 1/4"=1'-0" s1SEW At 3131-81 almn-m4lw., —wa a \ x, � ' �• � I���"""I�'�, ,.,. �� ergo 0.1-21 ftl SECOND FLOOR PLAN SCALE V4 - V-0' .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 WWw.abdelgngmupmm AA #: 0003325 At dy WCJ Ulmiv. at SILVERADO LOT #20 r BLK #7 1 IPROJMT# 04128.002-20071 moDluft 4EHB "2605-HAYDEN" GAMAOR 8WEKM RIGHT PAGE: SECOND FLOOR PLAN 150 MPH EXP. B ARCHMOT STATE OF FLOFWA IN , 6 , p R01 AND A ABOUCHACRA AR NO 03723 F'PRINT 5/31/19 DATIM SCALE: 1/4'=I'-0' 829EZT % A2 SHMGLE ROOF FYPON ATIVE ' DECORATIVE SHUTTER OR E42UIVA -ENT FYPON BKTIDOT OR ECIJIVALENT IS'-8' 2ND FLR _ BRG. WT. 4' RAISED I I BAND I I I I I b' RAISED I I I I BAND MP.) I 1 10'-0 3/4' 1 2ND FIN. FLR _ BRCS. HGT. 6 ENTRY I I I TYP. I I 4' RAISED I I I I BAND MP.) S' RAISED BAND (TYR) I I 0'-0' FIN. FLR4, ,L 26'-8' ESLDG. FKRT. p SHAKE SIDING 5 A)3 SPECIFIED (TYP.) b' TRIM BOARD b' RAISED BAND 4' FREIZE BAND ITYP.) _ 18'-8' 2ND PLR. BRG. 1-ICsT. - --- --------�c��----------- Ui 11 Ems.. FRONT ELEVATION OFF RIDGE VENT OFF RIDGE VENT BR2NCSD L T:.$ HG-- I I t I I _- i0'-0FLR4, I I FIN. FLRJBRG. HGT. --'j --- --'----------------- 8'-8' CLG. HGT. I I -- 4B I I I I IF-1 F-11 I Tom'• I I F� I I - I I �� I I I t _ ------------------- REAR ELEVATION SCALE: 1/4 - V-0' TEXTURED FINISH 0 �9 a r I'-0' —FYPON 16'X&2' DECORATIVE SHUTTER OR ECIJIVALENT b' RAISED BAND _ 10'-0 3/4' 2ND FIN. FLR Cl-G. WT. ----OPT.COACH LIGHT 0'-O" FIN. FLR 2ND FLR. - - $ BRG. HGT. -0' 10'-0 3/4' 2ND FLR FIN. FLR1$RG. HGT. —_ 4)6-8' CLG. HGT. REAOFATTIC = IBM SIX FT- NETFREE VENTILATION AREA REWIRED = 1/300 REWIRED VENTILATION AREA = TSBS/300 = 5.28 VENTLATION AREA X SQ. INCHES PER FT.(144) = NAB SQ IN. MN. REWIRED VENTILATION = SX 76" IN OPPERPOIMON OFATTIC = 380.4 SO. IN. OFF PoDGEVEmnLATION AREA = 115 SM IN. PER VENT 38114 /1].S TOTAL# OF VENTS REWIRED = 1307M TOFALOOFVENTSPRDVIDED 4 -ANEAoFATDc ISTHEPERINREROFTHENoUSE ISSTNEoVERANG FMEIBOROFWAILTO DMIUOROF WALL, NOOVEUWNGSINCWDED 1/2' THICIf, 2 COAT CEMENT PLASTER APPLIED DtlIAECiLY TO MA804W 4Sa/' GALV. 'L'-TYPE FI.ASPIMG BET M ROOPMG CEMENT FI151941 S6 SNMGLES O+�ER 90 PEL PAPER ON 1/16' OAR 6FlATNN6 OR V2' COX PLYYIOOD BECURED PER NAILMG p60411EDILE 2ND a PLR /PER ELEV) A LBU-26 P- 2X6 SYP RAPTER6 OR� PPE-ENGb TItMB 2X6 SYP PT LEDGER IW Vt5:8' TNgEADED ROO 32' O.C. 4 WTWN 6' OF EACH END MAX SET M BI'PSON NIGN 6TR'BYaTM E)d'OXY i'uL inr� oBe eNEnnxNc��� I GUSSET TO BE BECURcD TO CTLN114EL POR SOFFIT 2X6 P�EIM DV 6d NAILS Y O.c. • PER'JI'IETEIe 0'-0' FIN. FLR LUS26 UV l4) Wd'4 I_4. _ TO LEDGER AND l2) Wd'4 TO 2346 JOIST 2X6 6YP PT LEDGER 2V WW' TTi4EADW IVD 32' O.C. 4 B2THIN 6' OF EACN ETD MAX SET M OR'P60N 140H STP494STW EXPDXY 6' MIN EASE. OVERHANG DETAIL A SCALE: 1/4 - V-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-77"078 FAX: 407-7744078 www.abdesWooup.coTD AA 8: 0003325 Q It avaDiv. ac ItAT SILVERADO LOT #20 BLK. #7 Pl oj=Tp 4128.002-20071 1tODEL• 4EHB "2605— HAYDEN" GARAGE s71DdG: RIGHT PAGE: FRONT & REAR ELEVATION "K" 150 MPH EXP. B DPwM 5/31/19 SCALE: 1/4'=1'-0" slim= tF-A3K 12 OFF MCMME V84T DOUV ST FORFYPON EKTIDd1 OR EOUIvALENT 2ND FLR BRIG.l-IGT. I'-O• p 12 10'-03/4'2N 4 .FLR _—_—_—_�2_ FIN. FLR/BR's. HGT. ____"__—_—_—_________________—_—_ 8'-8' GLG. HGT. --------�— --"--------------------------------- '— '-0' 0-0' FIN. FLR LEFT ELEVATION SCALE: 1/4 - V-0• TEXTURED FINISM OFF RI� 12 5 18'-8' 2ND FLR, ,SIB'-8' 2ND FLR BRG. I.*T. arb'+. W-T. II II 10'-0 3/4' 2ND FLR , ----; R ------------------'---------------'� II II '-0 3/4' 2ND FLR. FIN. FLR li----- FIN. FLR 8'-8' BRG. HOT.i, - ----------------"—'---- --- - —� -- ----� —,�8'-8' CLG. MGT. m ENTRY T". it II 0'-0' FIN. FLR ----- ----------------------------------- II I I ------- s0 0�N.FLR RIGHT ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6076 FAX: 407-7744078 w .abdwWA8roupxom AA 1: 0003325 0 d V C 0 W 0 i SLTTiDIV. J LOT: SILVERADO LOT #20 BLK. #7 PROJI. 04128.002CTp-20071 MODEL 4EHB 1.2605- HAYDEN" GARAGE BVfMG: RIGHT PAGE: RIGHT & LEFT ELEVATION "K" 150 MPH EXP. B ROL4M A ABOUCHACRA L AR NO 93723 I D—TM- 5/31/19 SCALE: 1/4"=1'—O" SiIZ= A4 K ELECTRICAL LEGEND DESCRIPTION DARD SUATCH Y SUTC44 Y SUATCH ER SWITCH BUTTON q ONJECTIMOSTAT =.E RECEPTACLE (125VI20-AMP POLE) DUPLEX RECEPTACLE DUPLEX RECEPTACLE (EOUIPPED GROU D FAULT UPTER/TAMPER RESISTANT TYPE) IOV DUPLEX OUTLET (HALF OF OUTLET RED TO SWITCH) EXTERIOR WATERPR7OFNFI RECEPTACLE taimmm FAULT NTERUPTER) IOV OUADPLEX RECEPTACLE ® WOv DUPLEX RECEPTACLE (FLOOR IOUNTED) me 0V RECEPTACLE (4 WIRE =ONNECTOR) 1-Q UALL MOUNTED LIGHT ILWO MOUNTED LIGHT ENT LIGHT OOD LIGHT SCONIf>= PRE-UERE FAN LOTH LIGHT (I CFtl PER GO. FT.) aga BULB LIGHT FIXTURE aam BULB LIGHT FIXTURE amain BOLD LIGHT FIXTURE • TRACK LIGHTING T71G LIGHT WITH FULL C 4AN GARNET LIGHT ® k4' FLUOIIESCB4T LIGHT (RECESSED) FLUORESCENT LIGHT (SURFACE 'x4' FLUORESCENT LIGHT (RECESSED) a x O GESS LIGHT CE88 LIGHT (VAPOR PROOF) )LNG MOUNTED L16HT UATH J-BOX OPT. FMl LEG PANEL (FIELD OGATION) IQ -BOX (WALL MOUNTED) m X (CEILING MOUNTED) )LNG MOUNTED FAN B FAN (1 0 "1 PER SO. FTJ 4 JACK 0 DETECTOR (CEILING MOUNTED) IMES TED OUTLET FOR GAAA&E TV JACK -E' PORT LOCATION OF TV JACKS A PHONE OUTLETS 4 FANS TORE VERIFIED • WON' 004SR PRE-CQJSTRICTION MEETING. • ALL E 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER NEC 210J2(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GIR a ISLAND (NOT ON KITCHEN CIRCUIT) • DIGHWAS44ER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN CAPACITY OF 50 CPM INTERMITTENT PER TABLE MI501A OF F$C$ iTH EDITION (2917) • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-NTERJPPTER PROTECTION FOR PERSONNEL CN FEEDERS) • WIRING METHOD SHALL BE NON METALLIC CABLE AS NEC 204 ARTICLE 300A(BX2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE • ALL I A1PO SMALL RF !>FI ECTED BY BUILDER AND TS1L OF LIGHTING 1'p18T BE ENERGY EFFICIENT TYPE PER FJ?3G ENEW jY CONSERVATION (RE&DENTIAL ENIERGY EITIGIENGY) 2011. 6th EDITION R404J FIRST FLOOR ELECTRICAL PLAN SCALE. 1/4' a I'-0' COACH LIGHT IRRIGATION OUTLET a 48' AFF. W P Pand MAIN -A PALL: B(16.V ad lxeelmr VOLTAGE: 1201240 V -lPh WAR: 150 AM KC.B F®ER:3#1 CYTH N & 1-#e Cu (G) in 1 1W C. OR 3 FLO AL THY1N & 1-#B Cu (G7 in 1 lr2' C. wam anew aa.,R r.Ib a.:IEr P— Pa. rp. N2 i m OlbaaR aGR taTUG am 1 2PRE t12 2 m bl#Ab1 P, Nm 3 9 a SN' AICC.u. b 2 m spa¢ 7 PANEL -A PANEL: 42 at beaker VOLTAGE: 12DI240 V -lPh KAN: 150NM R,L O. FEEDER:301 CuThVlN & 1are Cu (G) in i 1!P C. OR 3 #7A AL TRM & 1. #8 Cu (G) in 1117 C. tUr P.O. Ilb De Wow I cl-w I C—M web Oer w pd. Ala *12 1 2D Sw1 knm tsm + A0m R.W se 2 al *12 1r20YNlaart fMmdGR Nee ]402 1s A#Phrca Nap 5 # 45pp ikyA a 2 No s12 1Raw— Ism 7e*12 1DNn Re AFa 19M a +0 1200 OFl 20 1 #12 M2 1a/I I+Yi RFC Nr 13m tt 12 ISm aNraer Gfl m 1 #12 1 IIW AFQ ID 13 N 5me onbG l m 2 00 1 Rm LaN, KROm On. W AFa 100 15 Is1T 11I 19m WUIWGN m 1 *12 iN 1 &CIOAFCI ® 13 m I= 0— wl m 1 H2 m 12m ff3laim lb4 b AFC) m 1 M2 BadwmalBNbavn QAFCI wo 2J Z4 IIm Ower•SWa AFCi 15 1 014 014 1 is BtAaaln03 APC1 m0 25 28 Am atatwn AFa 15 1 #14 iN / "n N! Mi+W W1tG 9m Z7 m 1m0 LrlbwlaaelDatlRlNAL4aADa m 1 012 #12 i Csr ti.n _.P+ tom m m lam weeds m 1 .2 42D- to 2 R.u. 9 RVA N AH 9sm R 40 41 42 14— Iu4talteU tp AeneAaemre#o4Nbe2bt lfm0 aem IataageCmAswaMamoblatles/Ra DaMand FaclDrCalculalkmm A98REVYITTONS Ara: AROFAULTCBCIA2N IUWMR NLR N0N4001CDERf L01D GR: GROUND FALILTNERRUPTEII ml bta 4W}et b Aem4aA RLOR 4sm0 ' Rnl tmmerb E 1003 10m0 lrrt d 40% Mm pt/AA:IoW 1116 LOAD CALCULATION U AF BASED ON C NOW00INCIDENT LOAD Ce""_( 1wa 9510s 0—Aw Tabl /21a14at General Lighthrig &Raw Load �MSF- G—WUb&R.3WlSq.Ft 78t 3 at856VU atl0O% 1 8D,0 CNR# ToW VAdb W a Rap P A III 725 8DI 150 AMP ELECTRICAL RISER NOT TO SCALE. d0lMAL NOTM A 6LECTIWAL MATEMA.I AND NGrALLATIOFC SHALL COTL7 tl3T 4 B.ECTRCAL PIROV1111106 OF THE SINGRAW iD1TYA4 r3a 1, LOCAL C 0M AD ALL LOCK FORM commy §W.QU APINM IS, ALL COSM=C m MALL aE TYPE T~M%N ULFM NOTED OnSIAN RE. PROVIDE N AMP, 00440 VOLT, 1 FHA41E SECOHDA W ELECTRICAL aEPWICE. FRONDS 3 1 COFFER tew N 1-11r' E CIA BCFEOU.am PVC_ CONCUR OR PROVIDE 3 410 AJlW1(K) N Y' DW SCHEDULE Em PVC CONOUR ULlla 9UPPICE E PADVICCD BY THE ELECTRIC 001FAt1'. CGONPNATE WIN THE ELECTRIC Od ANY PROM To no. FIYDVIDE 3dO CLL W" • W CU IN3' CODUIT OR 3 %* A - TI4LN • 1% CU IN 3' CONDUIT. (taElaT TO TER&II NATE AUOVE 801INT 4 OVEIBWRk] COMBINATION I UIVICE 1 Ba AlF DmCCN ECT 1UT04 AD Imeme N N LRECTIBC PETER IN n@IA 3R @ICi0a3@ 1-7 Tmfptom a aRVICf O.ABLE lEL TRAM samppA'2 9"aAmlae IDRRANGE 101 ILfiMTBNf EOURTaM NTERI»TEM OOtIDNG TER'INK AT LOW voLiAOE cw#EcrloNe I AA CO CI BE ENGAGED POOCdt STIMIL PlUR ECTINCY. PROVISION! OP TE mCSJ11 EDITIONtimL a(&" DIA X • PT LONG COFFER CLAD 60OL14D ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7743078 www.abdesigngroup.l:om AA #: 0003325 d � 3 tC � Y 2i QQ }Spd aunDiv. Ac LGT3 S ILVERADO LOT #20 BLK. #7 PRGJECTiv 4128.002-20071 1[ODEL: 4EHB "2605- HAYDEN" GARAGE 1011MC0. RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN 150 MPH EXP. B QAOLMD A. ABOU"CPA AR NO W723 J DA 5/31119 SCALE: 1/4"=1'-0" SI•IEET E1 ELECTRICAL LEGEND AMD 50TCH SWTCH RA- SWTCH R SWTCH BUTTON NNscT T TAT $ E RECEPTACLE (05W20-AMP E POLE) =Q IVV DUPLDc RECEPTACLE IOV DUPLEX RECEPTACLE (ECUIPPED ITH GROUND FAULT RUPTER/TAMPER RESISTANT TYPE) IOV DUPLEX CUTLET (HALF OF OUTLET IRED TO SWITCH) CR WATERPROOFKaFI -FlrACLE (GROUND FAULT Pam -TER) j4E_ IOV OUADPLEX RECEPTACLE ® IOV DUPLEX RECEPTACLE (FLOOR 20v RECEPTACLE (4 WIRE CTOR) MOUNTED LIGHT G MOUNTED LIGHT ENT LIGHT 3amBULB D LIGHT SCONE PRE -WIRE FAN WITH LIGHT (I CPH PER Sa FT.) Lhr.WT FIXTURE LIGHT FIXTURE LWT FIXTURE K LKaHTNS GHT WITH PULL CRAM n,7-71:-6CZNT ABINET LIGHT t SCENT LIGHT (RECESSED) ESCENT LIGHT(SURFACE LUORESCENT LIGHT (RECESSED) • O CE88 LIGHT CESS LIGHT (VAPOR PROOF) ILtJG MOUNTED LIONT IUT14 J-DOX OPT. FdN ECTRIGAL PANEL !FIELD VERIFY ocATIaJ) METER frlru? VERIFY fQ -BOX (WALL MOUNTED) -BOX (CEILNG MOUNTED) IL MOUNTED FAN 0 T PAN !I CFM PER SO. FTJ JACK O• DETECTOR (CEILING MOUNTED) II ) me W&AVRW 7 JACK PORT LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TORE VERIFIED • HO"EOUNER PRE -CONSTRUCTION NEETNG. • ALL B 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED FER NEC 210.12(b) 2014 EDITION • 20 AFP DEDICATED LAUNDRY GRCUIT. • GFI • ISLAND (NOT CN KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT N PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CM NTER1ITTBJT PER TABLE M501.4 OF FBCR 6TM EDITION (2011) • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-INTERUPPTER PROTECTION FOU! PERSONNEL ON HERS) • WIRING METHOD SMALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 300.1(BX2) • ALL RECEPTACLE TO DE TAMPER -RESISTANT TYPE . ALL LAMPS I -TED BY �I DER AND l5X OF LICi4TING MUST BE ENERGY EFFICIENT TYPE PER F)9C. F14ERGY CONSERVdT109 (RESIDENTIAL ENfERGY QFICI@ICY) 201T. AM2 EDITION R404J 1 SECOND FLOOR ELECTRICAL PLAN SCALE, V4• . V-0• 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774-4078 wwwabdesoWoup.eoRn AA #: 0003325 ai P �S w I E 'e, CWC q 7( 44 ["2605- VHDIV. A6 LOTSILVERAD0LOT #20 BLK. # 7 ROJECT/ 4128.002-20071 o4EHB HAYDEN" ARAGE AWDCG: RIGHT PAGE: SECOND FLOOR ELECTRICAL PLAN 150 MPH EXP. B IAMMWr- STATE OF FLORA iII I ROLAACRA L AR NO 93723 J DA 5/31/19 SCALE: 1/4"=1•-0" Bill= E2 FIRST FLOOR PLUMBING PLAN SCALE: V4 . 1'-0* I I - - - - - - - - - - - - - - j z•VM SECOND FLOOR PLUMBING PLAN SCALE: 1/4 . 1'-V vm MAIN Y vmz PLUMBING RISER 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w zbdm4Mgroup.wm L AA N: 0003325 , W � 6 o $ e 9 summly. Z LOT SILVERADO LOT #20 BLK. #7 PROJECT/ 04128.002-20071 MODEM.• 4EHB "2605- HAYDEN" OARAGE BIFMO: RIGHT PALM PLUMBING PLANS 150 MPH EXP. B ARCHmar: STATE OF FLOFMA ROLMD A. ABOUCHACRA AR NO 93745 I � 5/31/19CALE: 1/4"=1'-0"HEET P1 HVAC NOTES L ALL MECHOSCAL 50111' EPR MALL RIE PROVIDED I M PROPER CLEARANCE. PM SEMVIC0446 PM MPFdL ISOIaRR@ENT& t. ALL DUCT STSTE'IS INSTALLED N NON-CONIDI ONED, AREAS CONTRUGTI D OF A VALUE OF NO LOSS THM R-S, RATNS. ALL !EATS SMALL R SEALED WITH GLASS, AA a MASTIC. AND INSTALLED b FOR M 67H EDITION (JMV 1'Ep ANICAL OLGOL CODE SECTION SOS. 1 ALL FLEX DUCTS SMALL EE APPROVED UL M CLASS I AIR DUCT AS PW N DA SOA 2-5J 4. PRISON AIR NTAIGIS, SMU-M = LOCATED CLOSER THAN O FT. FROM ANY 00-MY OR VENT OUTLET. OR SANITARY SEWER VENT OUTLET b ALL EXMAUOT AND OUTSIDE AIR INLET DUCTS; AHALL SO CONOTRUCTED OP SMOOTH GALV. METAL OR OTMER MATE UAL& b FM PEG •TM EDITION CIM) MCMANSCAL CODE SECTION Aa13 •. ENCLOSED SUPPORT PLATPORrIS SMALL R CONOMMUGTED N ACCORDANCE TO POIC STH EDITION e2dW) NEC►ANSC.AL CODE 6M T. OATHROOMS CONTAINING E11TWU M6 SMO IONS. SPAS, AND SMLAR BATONS PDCr MMB SMALL R PIOCMANMCALLY VOWED N ACCORDANCE WITH POC •TH EDITION l70V N*RiLAMCAL CODE SECTION 49M i ALL ■ 04 AISTED OATH ROOM6 SMALL HAVE UNDER -CUT DOORS I = MAIM -UP` AIR TO EE IOTIMRNiD. TO XGUAL AIR I11)(14"TED. S ALL PINK RATED CEILNOS AND WALLS KIALL NAVE AN APPROVED FIRE OR FIIE/11040 E OA IPMft LOCATED AT CELM ON WALL FBETRATICH AND R SLEEVED WITH ACCESS DOORS TO RESET DA IPIM ALL DAMRR6 SMALL ■E INSTALLED TO MU5.116Cd M®DATRONS AND FIIC STM EDITION (20M PINCHANICAL CODE SECTION Mn W. GRILLES, MID DrRMMM SMALL OE PROVIDED WITM SALANCNG. DAMPERS. I. DRYER WOOSTER TO RE A FANTECM COP •ROSTER PAN OR EQUAL FANTECH DEP SO DRPEt BOOSTER CAPACITY SO LNSIM POST ON MAX SIX E.EOSM. SECURE STRAP TO GONG. CONDENSER AIR SUPPL W/ (2)-3/If-'X2' TAPCONS UNIT 81NP8ON UIB ROLL STRAP 8ECIUAL AIR HANDLE SECURE STRAP TO UNIT W/ (2) EVAP. TRA 4' CONCRETE SLAB -SXI 1/4' SOT. MTL. SCREWS CONDENSER UNIT MATPOR CONNECTION TO PAD NOTE: MAIN COND. DRAM 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE SCORIATED NICKEL /—FIN. FLOOR BRONZE FL. PL. / OR WALL BRASS PLUG —FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.v.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYP ATTIC LEGEND ® SUPPLY AIR OffUM RETURN AMU! & LL ® aIDE•MLL OR I IMY D!lI SOLD LINE- SUPPLY TRIM DOOM LINE- RETURN TRUNK 1 SI ALANCM DAMPM OR ODD 0 COLNUi Exw"T FAN RCELM FJSLAIST FAN A LIGHT OVA OUTSIDE AN m TWINOWSTAT m PASS-T1M\I AIDE OfRLL NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAMS 1010 EXTERIOR WALL T y AIRRETURN SUCTION AND LIQUID y REFRIGERANT LINES y EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO RETURN CONDENSING UNIT TRAP DRAM LINE AND TERMINATE IN AN APROVED DRAIN, AS PER POOR 6TN EDITION (2011) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS COUNTERSUNK CIO. PLUG FIN. GRADE OR PAVMG SEE SPEC. r-e xe CONC. FITTING OR EXTENSION TO 801E OR WASTE A9 REQUIRED nEXT. GROUND CLEAN -OUT (TYP FIRST FLOOR MECHANICAL PLAN SCALE: V4 - P-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 w .andaelgngroup.com AA #: 0003325 w sumliV. ae Lwo .. SILVERADO LOT #20 BLK. #7 PRROJECTUF 04128.002-20071 MODEL 4EHB "2605— HAYDEN" OAPAOE SMINO: RIGHT PAGE: FIRST FLOOR MECHANICAL PLAN 150 MPH EXP. B pf a DATM 5/31/19 SCALE: 1/4-=1'-0" ISHE = M1 i � '-------------------------- SECOND FLOOR MECHANICAL PLAN SCALE. 1/4 . P-D' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w abdmigngroup.eom L AA 5: 0003325 g e� 41 � U J RR ySF O s avnaiv ae LOT: SILVERADO LOT #20 BLK. #7 PROJEOT# 04128.002-20071 HOaEL: 4EHB "2605— HAYDEN" GARAOE BVWCO: RIGHT PAGE: SECOND FLOOR MECHANICAL PLAN 150 MPH EXP. B Acomiar STATE OF FLORDA fA ABOUCHACRA AR NO 93723 DA IM 5/31/19 SCALE: 1/4"=1'-0" SHEET M2 2X4 TOP PLATE R PLpt M.Ag---T- -7 "1 117 PRE-FAB TRUSS In' CLG. BOARD V2' DRYWALL —t T r 2X4 WOOD STUDS 024' or_ FIN. 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DRIP EDGE PER ELEVATION 2x FASCIA PER n-P 2x FASCIA PER ELEVATIONS pyI ELEVATIONS VENTED SOFFIT R-4.1 INSULATION VENTED SOFFIT WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. 1/2' THICK, 2 COAT PORTLAND 1/2' THICK, 2 COAT PORTL B' cm CEMENT PLASTER APPLIED CEMENT PLASTER APPLIED 1/2' GYP. WD. L. BDIRECTLY TO MASONRY DIRECTLY TO MASONRY WOOD BASE �\� 0'.0- FIN FLR,�_ _ a Ll-f h W/ WINDOW OPENING 0'-0' FIN. FLR B TYP. WALL SECTION NO OPENING NOTE: PER SECTION Wr2ll - FOR ROOF III A 5 1-STORY HIP BLOCK WALL (2) LAYER IUNDERLAYMENTSYSTEM 1 SCALE, 3/4'-1'-& IS REOUIRED. FOR ROOF SLOPES OF 4.12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 48611 TYPE IV, OR ASTM D 6151 M &.& N! 28 GAS LINE THRU BLACK seAu, xr.r-r FIBERGLASS SHINGLES OVER -30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RwSUU ON I' OAjS. SHEATHING OR k COX PLYWOOD SECURED PER FASTENER SCHEDULE I1-0. TYP. MTL. 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SHEATHING OR;' CDX PLYWOOD SECURED PER I' FASTENER SCHEDULE TYR MTL. DRIP EDGE .2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS B TYP. WALL SECTION NO OPENING 6 1-STORY GABLE BLOCK WALL D1 SCALE, 314'.I'-d 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY C T7 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746076 FAX: 407-7744076 www.abdesigngroup.mm AA #: 0003325 m Q lit0 1 SunDIV. ee LOT SILVERADO LOT #20 BLK. #7 PROJECTIP 04128.002-20071 MODEL' 4EHB "2605- HAYDEN" OARAOE SVIING: RIGHT PACE: DETAILS 150 MPH EXP. B PRE?" 5/31/19 DATE SCALE: 1/4"=1'-0" SI;EET D1 FIBERGLASS SHINGLES FIBEISsI.ASS SHINGLES OVER 030 FELT PAPER OVER ^S0 FELT PAPER OR SYNTHETIC OR SYNTHETIC PRODUCT, INSTALLED PRODUCT, INSTALLED PER SECTION R5M.0 PER SECTION RWS.0 ON J' OS15. SHEATHING ON J' 0.5.5. SHEATHING OR;' CDX PLYWOOD OR k CDX PLYWOOD SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE PRE -ENS WD. 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LONGWOOD, FL 32750 PH: 407-774E078 FAX: 407-7744078 wwwabdesigngrou.com AA A: 0003325 w W c I � °' tl QQ 8 � Y i' sLnmrv. a< IAT: SILVERADO LOT #20 BLK. #7 PROJECTIl1 04128.002-20071 MODEL 4EHB "2605- HAYDEN" GARBAGE 81FMO: RIGHT PAGE: DETAILS 150 MPH EXP. B DAM 5/31/19 ac.%=.- 1/4*=1'-0" alttaaR' D2 MIL 9EC1#E 2w4 ON FLAT TO WX W/ CIR NA" 2X6 d 2X6 fa0IP.4GE DOOR dlCK bV (D) R J6W A•EIX.M 4- W"EDFIM MIL UV 2 W-A WASHER AND Hi f SPACED "N LY FROM ROOK TO GARAGE DOOR WM IN JONM MWR TO FILLING, 1.2X6 PT ISLOCK • CENTER OF ® DOOR 1 EADM WKV)DW J-DMTS 4• EMELDMENT 111/ M'14L' W4EFEIR AND MIT. MANFAC URER'S NSTALLATIGN NSTFWCTIC20 Y4EIff SINCN MTRNCTKNB AM MORE STRINGE4f GARAGE DOOR BUCK ATTACHMENT .c.Le urar 8' CMU R' ORYULALL I-X4. OR I'X!' P.T. NAILER ❑ P.T. FRAME MM. SE TRLU SECURE HFRAME t EXTEND I Yi INTO BLOCK ❑ W/ ej(N,' TAPCONB (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Yi WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHR'1 AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +3/4 OR +5/4 A MEN A. E TOKTJ3. BLACK +3 4 OR +5 4 2X4,m SECURE TO BLACK W/ V TAPCONS OR (MIN. SHANK SIZE .145 MIN HEAD SIZE 300 MIN. EMBEDMENT I Ya') WITHIN 8' OF EACH END 4 IS' OL. MAX SPACING. 2X6:® SECURE TO BLOCK W/I-I)(4' TAP02NL"IK SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 14.) WITHIN 8' OF EACH END 4 8' CMU IS' O.G. MAX SPACING. J�• DRYWALL 2X8:® ❑ I'X4' OR VX2' P.T. NAILER SECURE TO BLOCK WJ2-%. CASING TAPCONS (MIN. SHANK SIZE .145 MOIL HEAD SIZE 3" DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y49 TTACH TO 2X PER WITHIN 8' OF EACH END 4 MAMFACTURES DETAILS. 18' OL. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +1-1 n 1/WDOW TO BLACK +1-1 2" " SCALE: N.T.S. 2X4= SECURE TO BLOCK WY' TAPCONS (MIN. SHAWL SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 14 ) WITHIN S' OF EACH END 4 NOTE= STRUCTURAL 2X IS' O.0 MAX SPACING. MUST BE ON OUTSIDE 4 2X6= SECURED THROUGH SEGO BLOCK W/J-V NON-STRUCTURAL )W EMBEDMENT INT (MIN. SHANK SIZE 345 EMIL t T MIN. HEAD SIZE -400 EMBEDO BLOCK. MIN. EMBEDMENT IV) • CMU WITHIN 8' OF EACH END 4 'DRYWALL 18'O.C. MAX SPACING. El'X4' OR 1'X2' P.T. NAILER 2Xft= SECURE TO BLOCK W/J-V ](A' OJlB. X 4' MIN. (MIKSHANK TAPCONS, DooR caslNG (MIK SIZE .µS MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Yi) ATTACH TO 2X PER UT141N 8' OF EACH END 4 MMA)FACTURES DETAILS. IS• OG. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +1-15 18' n WWDON TO BLOCK +1-15 8' '' SCALE: KT.S. 2X4=m SECURE TO BLOCK W/ t)(r' TAPCONS MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X IS' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X64m SECURED THROUGH SECURE TO BLOCK W/2-V,- NON-STRUCTURAL i(r' TAPCONS TAPCON MIN. 1-Y4' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi) 8 CM a 8' OF EACH END t DRYWALL DRYWALL 18' or -MAX SPACING. 2XS: OR 1•X2' P-T. NAILER SECURE TO BLOCK W12-)' CASING TAPCONS MIN. SHANK SIZE J45 MIK HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y49—ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. IS' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +2 1��4" AD=W TO BLOCK +2 1/4' `� E= KTA 2X4m SECURE TO BLOCK W/ V TAPCCNS (MIN. SHANK SIZE 345 MR HEAD SIZE 300 MIN. EMBEDMENT I Yi) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IS' OG. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROLYeN SEGO BLOCK W/2-VNON-STRUCTURAL 4' TAPCON MIN. 1-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 . cm MIN. EMBEDMENT I Y4) )s DRYWALL WITHIN 8' OF EACH END t 'X4' OR I'X2' P.T. NAILER 18' O.C, MAX SPACINCs. 2XD4 ❑ SECURE To BLOCK WY2 TAPCONS 10.0 DOOR CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 Ag MIK EMBEDMENT 149 DOOR JAMB OR WINDOW WITHIN S' OF EACH END t ATTACH TO 2X PER I8, O.C. MAX SPACING. MANUFACTURES DETAILS, NGI6 FL'1 Y Idp ro wne iv�/oo Nor O®AfJ DOOR JAMB TO BLACK +3" E SCALE: N.T.S. 2X4m SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 V) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X ]VO.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X64 SECURED THROUGH SECURE TO BLOCK Wn-%* NON-STRJCTURAL V.- TAPCONS(MM. SWANK SIZE TAPCON MR I-Yi J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MR EMBEDMENT I A9 8' OF EACH END 4 8. CM x• DRYWALL 18' O.C. MAX SPACING. 2X&cm ❑ I-X4- OR I-X2' P.T. NAILER SECURE TO BLOCK WY2-%, 2ND 2X SECURE TO TAPCONS(MIN. SHANK SIZE STRUCTURAL MEMBER .145W((2)I2d WITHIN 8' OF EACH HEAD SIZE MIN. H300 END 4 6' TO 8' O.C. MAX MIN. EMBEDMENT I V) OOR CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A") DOOR JAMB TO BLACK +3" li +3' F SCALE: KT.S. 2X4m SECURE TO BLOCK WNi TAPCONS(MML SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 14") NOTE. STRUCTURAL 2X WITHIN S' OF EACH END 4 MUST BE ON OUTSIDE 4 18' OL. MAX SPACING. SECURED TWROIUGH 2X6:® NON-STRUCTURAL Gi(r' SECURE TO BLOCK WA-1/4' TAPCON MIN. 1-Y4' TAPCONS(MM. SHANK SIZE EMBEDMENT INTO BLOCK. J45 MX HEAD SIZE 300 MR EMBEDMENT I Y4) •DRYWALL WITHIN 8' OF EACH END 4 10' O:C. MAX SPACING. I'X4' OR I'X2' P.T. NAILER 2X8® ❑ SECURE TO BLOCK U4-1/4' 7(4' O.S.B. X 4" MIN. TAPCONS (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) DOOR JAMB OR WINDOW UTHIN 8. OF EACH END t ATTACH TO 2X PER 18' Or- MAX SPACING. MANUFACTURES DETAIL& ww tr+Y:®0 ro �w�ars tDonor Y+.c,®Ir� DOOR JAMB TO BLOCK+3-+37-9/8' 18" C' SCALE= 11omw TO BLACK N.TA. 2X4 m SECURE TO BLOCK WJ114 TAPCONS MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8- OF EACH END 4 NOTE: STRUCTURAL 2X 18' O:4, MAX SPACING. MUST BE ON OUTSIDE 4 2Xbd= SECURED THROUGH SECURE TO BLOCK 1114-1/4• -STRUCTURAL ' TAPCONS TAPCON MIN. 1-Y4* (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK. MIN. DEAD SIZE 300 MIN. EMBEDMENT 1 Y4) 8' CMU WITHIN 8' OF EACH END 4 N DRYWALL 18' O.C. MAX SPACING. MAW OR PX2• P.T. NAILER 2XBn® SECURE TO BLOCK WA-1/4' P.T. X 4' MIN. TAPCOPIS OOR CASING (MIN. SNAW SIZE J45 MIN. HEAD SIZE 300 MR EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END < TTACH TO 2X PER I8' OG. MAX SPACING. MANFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 3/4' UH 3 NOMW TO BLACK +3 4' E: KT.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744i078 FAX: 407-7744078 w .abda lgngroupx m L AA M: 0003325 J 8tnsDIN. 4 o LOT: SILVERAD0 LOT #20 BLK. #7 PRGJMTT11 04128.002-20071 MODEL: 4EHB "2605— HAYDEN" GAieAGE BIVMG: RIGHT PAGE: DETAILS %150 MPH EXP. B ROLWO A ABOUCHACPA L AR NO 93M J PRINT A 5/31/19 BCAI.E: 1/4"=1'-0" LRI;EE'P D3 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.4 FL 17232.3 FL 17248.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 6223.3 FL 17325.1 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL 14039.1 PLYGEM SINGLE HUNG 2017 FBCR 7/31/2019 FL 14634.2 PLYGEM SLIDING GLASS DOOR 2017 FBCR 7/31/2019 FL15264.1 PLYGEM WINDOWS MULLIONS 2017 FBCR 7/32/2019 FL14253.1 PLYGEM FIXEDGLASS 2017 FBCR 7/31/2019 FL17676 MI WINDOWS& DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL15353.1 MIWINDOWS&DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL 5678.14 CLOPAY BLDG. PRODUCTCO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCTCO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 30477.117 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W. FLORIDABUILDING.ORG CONTROL DATE: 01/14/2019 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngrouP.mm AA 8: 0003325 8V8D31V. JN LOT. SILVERADO LOT #20 BLK. #7 PllOJECTIP 04128.002-20071 MODIM 4EHB "2605- HAYDEN" GARAGE 8W1IJG: RIGHT PAGE PRODUCT APPROVAL LISTING 150 MPH EXP. B F' ARCWTECT, RCLM A ABOUCHACRA L AR NO 93723 J nnmT w5/31/19 19 8CALE: 1/4-=L'-0" H24EET D4 rlaffONNe•Eo ec(4rIROL JONr\ n aHGe eP eoNnmL JONte Td BE WREO TIED TO LATH R V OG. MAX (VERTU NOTE, DO NOT FASTEN CONTROL JOINT TO uLALL EVEN F STUD wom BEYOND EXCEPT STAPLES W) "LEG CC�RO�D� O TE•P. DURING INSTALLATION —� PASTBEITO BE SPACED—� • l' OC MAX VERTICA).lY I �• THKK COAT C9•ENT I A=9 WRS LAYER 4. FOlTIIBER BUWDNG PAPER APPROVED METAL LATH PASTENED -I' (VERT! OL. MAX AT SUPPORTS WRB LAYER ti STUCCO WRAP WOOD SMEATHSG LATH SHALL NOT BE CONTINUOUS v To s• e• To v THROUGH CONTROL \VT��"" JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. — PPdONDE 7X4 SU.OIXNG PER ASTM CIS63 PLACED PLAT MAX. 6' TO S' T)B)A FROM CONTROL JOINT WNEN NFL \ CONTROL JOINT PALLS ON L FASTENERS FOR LATH TO ISE NAILS O / STRUCTURAL STUD STARES N C40HPLIANCE UV ASTM CW.a 2. WRE TIES TO BE ?WO. E) CA416' WRE 3. BLOCKING. SHOWN MAY BE N ADDITIT \ TO WALL STUDS IREQUUIED PER PLAN 1 (� OLRXONWIID.PT.A ®Pot-O Ol T.AD PRWO . PT. A L GEAR! E M. e L CPSAIW a M.0 OLIIOLD I'RMIO. R.A rea.o 4 O OL Pt1LC NxARp a R. A L GIMAO a M. e a aEAs . A. Pam Pr. C O•ER PT. S TLL M. C TCIUSeS WOMG'I I;ANAiW Y' 0 R11N0WR.^4m YMTRIR TnMT arx Paw. ma am GR. i' THICK S COAT CENT PLASTER AW"A W 2 OOAr C@lNT FLAMM I IlM LAYER % STUCCO IIRAPaw" GE.Y) MOM, APPROVED BUILONG WRAP SHALL BE LAPPED A MINIMUM OF W • VERrr_4L LAPS IROLL ENDS) P 6• R HORIZONTAL LAPS, ALL SE" NEED TO BE TAPED LATH VERTICAL LAP TO EE I' WTH FORtIl ER SHEATHING, TAPE / r MK L.w •METAL LATH \ �C X X X ' IT X x METAL LATH UM LAYER 4, STUCCO WRAP • Mlx PAP R P ' / I Wm LAYER -2, FORTIPMER \ BUILDING, PAPER I %o'TAPER LAP 4 ® KICKOUT DETAIL r nN LAT LAP. 4' DYER 4L LAP NQM SIDE LAP& OF METAL PLASTER BASES SMALL BE SECURED TO PRATING MEMBER& THEY SMALL BE TIED BETWEEN SUPPORT'& WITH 004ls-N (111-PM) WRE AT INTERVALS NOT MORE THAN 9' (229-FMA AS PER A57M C1063 IAL FOR REPAIR OF TEARS N URIS LAYERS, TEARS MAY BE PATCHED UIMOSE UMRAF TAPE PER MANII. SPEC. OR PEEL 4 STICK is RANIW. STOP U PRAM CR CM fPSAIILL.Ws� \ �i ROOF _tto MLL PL.166IS "MA TWIT /SAL(O!O00 NRrAu R(IGRGR AT eORQ10 RLGP 1 NTeRIWCTI011S WOOD STUc 6HEATMNG PAPER STUCCO it THICK 3 COAT CE ID47 PLASTER METAL LATH URB LAYER 9, PORTFOM BUILDING PAPER WKS LAYER R, STUCCO WRAP WOOD SHEATHING OR CM WRB LAYER 'I, STUCCO WRAP (FRAME ONLY) J' 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 5'X5' 'L' TYPE CONTINUOUS GALv. METAL FLASHING (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING- N.T.S. 4k4' SELF-AD1ERIC MEMORAE FLASHING (COMPATIBLE UV MOUSE URAP MATERIAL) OVER APPROVED HOUSE WRAP. PLASNNC TO EXTEND CHTO PIPE P OR LESS PPE PENETRATIO( OUT AND OVERLAP ONE SIDE OP / SELP-ADI-ERNO MEMBRANE FLASHING. STEP 01M IURAP MATERIAL) OVER 4*,W SELF -ADHERING MEMBRME PLASMA. OVER APPROVED HOUSE WRAP: ��NG TO EXt7ElD ONTO PIPE CT�� —CUT AND OVERLAP ONE WX OF STEP 02 RAMIADHERNIG Q ERANE WPD LAYER STUCCO WRAP UM LAYER'I, PORRTIIBPJR MURONG PAPER METAL LATH 6'x6' SELF -ADHERING MEMBRANE PLASHING, OVER 4W SELF-AD/ERN6 MEI•ERAt! INSTALL PASTENER6 (CLW6, FLASHNG OVER APPROVED STRAPS. STAPLES) AS SE NO• REQUIRED TO SECURE ILASMNG TO EXTBM OVTO pPE PIPE)" TO FRAMN6 4'x4' SELF-AD{EIRINCT MEMBRANE FLASHING OVMm APP 'I VED HOUSE UI6AP. PLASFIIHG TO EXTEND ONTO P(PE W CONT. BEAD OF SEALANT INSTALLAPPROVED NCUSB RAP AIR MLASTRERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) SECTION PER SECTION R70LY BIrf podhW4 xpae wmply wthft appkabDn requi2mNs oFASTM C926-12A Imtseatlon f'e "or Isewp end* mip shell comply with ASTM C 10I312A TION DETAIL (FRAME) LEGEND DRAINACsE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - - BUILDINCx PAPER) METAL LATH x—x—x—x STUCCO • A0 %///powr1mmrd SELF-ADHESIVE FLASHINCx - - - - - - NOTE: METAL LATH: LATH TO RE PER SECTION R103.1.1 / A5T1" I C-841-05, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774�5078 FAX: 407-774-4078 w abdmigngroup.com AA #: 0003325 b S K ZE 0 $ulm Ae LOT. SILVERADO LOT #20 BLK #7 PROJECT# 04128.002-20071 ZWDEL 4EHB "2605- HAYDEN" GARAGE SIWMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B ROUMO A ABOUCHACRAI L AR NO 93723 rpRINT DA 5/31/ 99 SCALE: 1/4"=1'—O' S k. WA1 BACKER ROD SACKER ROD UIRB LAYER M, STIYYn WRAP INSTALL 6' SELF -ADHERING I'EM15RANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE, L BOTTOM, 2. SIDES. 3. TOP VENT CAP 18 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER ALLAY FROM JOINT$. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON-M10VASLE FRAME AND STUCCO ONL4l.L SIDIDES.Yi CAULKW. 0 JOINT PER SECTION R709.7 Exterior WNnp and pleEadM 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 THICK, 3 COAT CEMENT PLASTER METAL LATH URB LAYER @, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER — • — — • — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-&41-0% MIN. 25 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP t SIDES SELF FLASHIW-s UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 9 DRYER VENT (BLOCK) EIUILDMG PAPER OVER 'CLICK FLASH' PIPE THROUGH WALL 1 6' SELF ADHESIVE - FLASHING (INSTALL PER MANUF. SPECS) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE, N.T.S. ELEC. METEF VERIFY LO JYI _ Z ILL 6. ' Z R STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I 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 ISO(--YANOTE-POLYBLEND FOAM "-- """" ')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 HOUSEWRAP FOR SOX INSTALLATION WRB LAYER h, STUCCO WRAP WOOD SHEATHINCs APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRAN ENTERS BOX, APPLY TO FA EDGE APPLY E-Z BEAT OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHNG UM LAYER'1, STUCCO WRAP 111RS LAYER -2. FORTIFIBER BUILDING PAPER METAL LATH -TAW TEXNRED FINISH • WOOD -FASTEN TO tDOCO STRUCTURAL MEMBER • 1' O+G. MAX u W WOE STRIP SELF ACW-SIVE FLASNMG. CLEAN MASONRY BEFORE AM -LYING V FINISH • MASONRY HORIZONTAL WEEP SCREED (FRAME TO BLOCK) UJRB LAYER N, STUCCO UJRAP CUT 'X' INTO SELF -ADHERING f MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED UPS LAYER 9 STEP *1 STEP *2 WRIB LAYER N, STUCCO WRAP APPLY 60 MIN - GRADE 'D' FELT OVER SELF-ADWERMG FLASHING OVER APROVED HOUSEWRAP STEP #3 ® : MEMBRANE rLABHING I �- WRB LAYER 02, FORTIFIBER BUILDING PAPER 5TE P 04 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH 5TEi= 05 STEP #Io @)ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.andwWWoupcom AA M: 0003325 e L b b ai zv J Q U 8 F RADO #20 #7 -20071 B AYDEN" sTIMO: RIGHT PAGm: WALL ASSEMBLY DETAILS 150 MPH EXP. B D � 5/ffi/19 GICALH: 1/4"=1'-0" 8iIZ= dd A2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER #2 (FORTIFIBER ------ BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — k 2 1/2' CORNER BEAD (FASTENER 4 SPACING ® "I' O.G.) CMu V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD C� BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-WS FAX: 407-7744078 www.abdesWxgroup•com AA #: 0003325 8 IF Hi F-summ a LOT: SILVERADO LOT #20 BLK. #7 P1oJmTjp 04128.002-20071 M CDZI.: 4EHB "2605- HAYDEN" GA AGE SrWEWG: RIGHT HAGS: WALL ASSEMBLY DETAILS 150 MPH EXP. B DA wT 5/31/19 8CAT.B.`. 1/4'=1'-0" spfm= WA3 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — WILDING PAPER) METAL LATW x—x—x—x STUCCO 7D04:1 GT'°N W= 6 EATMING URATi-ER RESISTIVE SEATMER RESISTf E DARRRR ? PLASWM W SELF-ADMER@C FLASMING 6 \ ' 0 uEAT1ER RE8I6TNE DARRRR 4 STARTER STOMP \\ \\ WEATHER WEATHER RESISTIVE ��\ y •� •ADFEIMNG •ADFE AGNM \ GALV'D METAL 'r rLnaVv METAL Y• FLASMMM Me.n ' Y, X T. MLATED MMlIMM W.EEEER , %life SUZZO SMLATEDTmM MEMBER AL GAP UYCALLKM SIDING TO STUCCO ® BLOCK TO FRAME n A TRANSITION a — 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774,6078 FAX: 407-774-4078 www.abdesQftmup.mm AA #: 0003325 d � Y V 7aB{ i q U i a v ma m a M'c SILVERADO LOT #20 BLK. #7 PftoJECTp 04128.002-20071 MODEL. 4EHB "2605- HAYDEN" GARAGE SVnNG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B 0 mm DA 5/31/19 BCALM 1/4"=1'-0" Bill= WA / i \ ---- -------- -- i 2x6 SUB-BANt) W/1'x4' NOTCH a r--------------..---' / END, WRAPPED IN PEEL d STICK DRIP EDGE 1-- ------------ — ---- -- \ '1/8' TEXTURED I FINISH a WOOD I I I/8 i 1/2' TEXTURED I \� -y FINISH a CMU / METAL FASCIA \1 \\ i WRAP Ye' FROM I i STUCCO, I' FROM WOOD WALL \\ "EXTERIOR WALL (FRAME OR CMU) 1 `\\ NOTE: NOTCH FOR 2X6 \ \ SUB BAND ONLY ®ELEVATION ®PLAN A o 1/8' TEXTURED _ FIWSN • WOOD. 1/2' TEXTURED . NWBN • cm x METAL LATW x x x x x x x x` METAL FASCIA WRAP WOOD $FIEATNING x x x x x x ".. ]] OR CMU _ i": WRS LAYER 01, x x x x x x I STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x — UIRS LAYER 9, FORTSeER x x x x x x x x x x x x x - BUILDMG PAPER !FRAME ONLY) x x x x x x x x x x x x x FRAME OR CMU 2X6 8UD DAND ROOFNG CEMENTFELT x x x x x x x x x x x x x x x x x x x x x i PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE x x x x x x x x :' (REFERENCE METALKluc ourNT x x x x x I i V ONLY. FOR WALL OFF WALL O x SET OF COMPONENTS) —ROOF KICK OUT REMOVED \\ FOR CLARITY ROOF DECK (BEYOND) ' DRIP EDGE, I. OFF WALL Z(NOT INTO STUCCO) TEXTURED FINISH a / WOOD, 1/2' TEXTURED FINISH a CMU 1, .12x6 SUB -BAND W/i'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' 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'-0' SCABBED TO TRUSS W/126 NAILS 6'-B' O.G. MAX. 2x SUB -BAND W/%'x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL x x x X X x x x X x x J x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x X x x SUB BAND DETAIL (Q WALL W/KICK-OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT is 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, Y♦' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/IYx4' NOTCH a END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA t: 0003325 h b J [it sullaIN. 41e LOT. SILVERADO LOT #20 BLK. #7 1pnoj CT# 04128.002-20071 4EHB "2605-HAYDEN" GARAGE SIWDCG: RIGHT PADS: WALL ASSEMBLY DETAILS: SUB -BAND 150 MPH EXP. B A DRmT A 5/31/19 SCAIM 1/4"=ST 1'-0" aDIS WA6 FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-V-0", SEE SURVEY PLOT FOR NGVD. 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. 8. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 12" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES NTH 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 ARCHITECTURALDRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.CINDICATED #5 BAR, ENDICATES #6 BAR, NDICATES #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', # 8 =361, 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,OOCPSF. 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 OTHERWSE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASC E 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 3 OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 81h EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 Wl AXW1.4 OVER GENERAL 3 12' 8 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-12118 12" CONTINUOUS 18' - (2) #Ss FM-16xi8 16" CONTINUOUS 18" - (2)#S's FM-20x18 20" CONTINUOUS 18' - (2)#Ss +0•.0• FMC-1608 1w CONTINUOUS 18' - (2)#5's - VARIES CW-iD�12 17, SEE PLAN 12" - (2)#5% - + 0•.0• CWC-12xi2 12" SEE PLAN 12, - (2)#Ss - VARIES F-24x24 24" 24" 12" (2)#5% (2)#Fs + 0•.O^ TE-1 8" SEE PLAN 8" (i) #5's _ 0•}• FOUNDATION PLAN SCALE: 1/4" = 1'-0" alp 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32T50 PH: 407-774-6078 FAX: 407-7744078 www.abdesipgroup.com AA #: 0003325 a e I 1 aVaDIV. de LOT: SILVERADO LOT #20 BLK. #7 PRo.TmCT# 04128.002-20 71 woaaU. 4EHB "2605- HAYDEN" GARAGm SWE140: RIGHT PAGm: FOUNDATION PLAN %150 MPH EXP. B AOLIM a ABOOCHACRA L AR NO 93723 _A Dw 5/31/19 aCALm: 1/4-=1'-O" axaaT si 30" MIN. EACH WAY MONOLITHIC FOOTING tt • v✓' Z . Z STEEL REINFORCING IN GROUTED 2 STEEL REINFORCING IN GROUTED 7 CELL SEE PLAN FOR SIZE AND d ^ a CELL SEE PLAN FOR SIZE AND �. c ' '• ' 0 � SPACING REQUIREMENTS � � .�_• SPACING REQUIREMENTS _•vo..-�c�-� Q!✓ m U N W v :. !� . -. _.�—_' yam: , 11 Ir GARAGE DOOR RECESS mw m a Q 1 —Ftd mJ g W Z 8"CMU WALL O Vl 8" CMU WALL I'., , . 1 CORNER BARS, SAME SIZE AS BAR Ir� N O W g� M Z — +- a �' 11 IN FOUNDATION WITH 3a' LEG EACH . W x c + p,{y, - d ' WAY AT ALL CHANGES IN DIRECTIONS y N TOP OF SLAB TOP OF SLAB SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS CURB FOR EXT.PORCH SLAB" SEE BLAB SCHEDULE BAR SIZE 48 BAR DA CHAMFER (1STORY) a EXT.PORCH SLAB VMASONRY SEE SLAB SCHEDULE TOP OF GARAGE '-P. CONTINUOUS STEEL MONOLITHIC ° FOOTING REINFORCEMENT SEE SCHEDULE �pn UNITS SET ATELEV: W/12"ISOLATION R3 1S, " CHAMFER (2STGRY) 4" CHAMFER (iSTORV) (VN-IERE VAND #4 24". W/1/2" ISOLATION8" CHAMFER STORYJOINT • (2 ) APPLICABLE) ZE SCHEDULE 30, JOINT (WHERE APPLICABLE) • i EE SCHEDULE Z 4 WHEN ARE FROM IOV�IDE 8AR SIZE YB 38 FOR WXD, 8AR SIZEBAR NUMBER OF CONDE DIFFERENTNSITIONS THENG�TWXD, TNUO S BARS PR QUANTITY AND BAR QUANTITY NUMBER OF BARS (1. 2 TO 3, PROVIDE 2 BARS), UNO #7 4Z' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:34"=1'-a 2 scALE 34=1-a' @ GARAGE CORNER BARS DETAIL DOOR OPENING 3 SCALE: 3/4"=1'-0" 4 SCALE: LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" OIC BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING ul WALLWISY SEE 2" CAPPED Ill— I PLANS FOR SPACING. SINGLE GALVANIZED PIPE N NEW REINF. BAR BTM. PLATE TO BE PT. W/FLANGE @ BASE p IL SECURED W/ 2-PART PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO 4 g EPDXY. MIN. EMBED I SLAB Md MASONRY g^ UNp NAIL 78 O/C STAGGERED. Q p FOLLOW ALL MANF. ADDITIONAL METAL x SPECIFICATIONS FOR CONNECTORS NOT SECURE FLANGE TO y I USE AND REQUIRED WHEN NO SLAB W/(4) 1/4" X 21/4" H m PREPARATION OF V) UPLIFT IS PRESENT. TAPCONS O < HOLE. W W W SLAB SCHEDULE J Q [SEE �QQ- TOP OF SLAB , 4" CHAMFER (I -STORY)= 4 6" CHAMFER (2-STORY) - e EQ. EQ. EE SCHEDULE BAR SIZE BOLLARD AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL MONOLITHIC FOUNDATION $ SCALE:3/4"=7'-a' (NO UPLIFT) 6 SCALE: 3/4"=1'-O' LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, NAILS, 2-ROWS, 4"O/C BTM. VERIFY ..I — LAP TO OCCUR OVER STUD OF WALL PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO PROVIDE DBL. TOP PLATE SLAB WMTA MASONRY NAIL 16" O/C STAGGERED. ADDITIONAL METAL CONNECTORSNOT REQUIRED WHENNO UPLIFT IS PRESENT. POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL(TYP.) SEE SLAB SCHEDULE2X WALL FRAMING JIGROUTED /7' DIA- USP 725OSD BOLTS S' SLAB'a• MINIMUM EMBEDMENT INTO CELL, 4" FROM ENDS AND 18" O.C. VERTICALLY MAX • SEE SCHEDULE FOR MD, BAR SIZE AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRIG WALL TO UPLIFT) BLOCK WALL CONNECTION (NO 11 SCALE: 3/4"=1'-p" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774 4078 www.abdesWooupcom AA #: 0003325 i i=J SUDDIV. de LOT: SILVERADO LOT #20 BLK. #7 PROJECT# 041 8.002-20071 HoaEL 4EHB "2605- HAYDEN" GARAGE 8wtNG: RIGHT PAGE: DETAILS 150 MPH EXP. B ROL M A ABOLICHRA L AR NO 9V= DATE, 5/31/19 SCALE: 1/4'=1'-0" Sl3EET S1.1A FIRST FLOOR DOWEL PLAN SCALE: 1/4" = 1'-0" .is 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 wwwalldesfgngroup.com AA#: 00031325 q 0 ti Y 42 J 1 ass gummy. ac LOT: SILVERADO LOT #20 BLK- #7 PllOJECT* 04128.002-20071 MODRIA 4EHB "2605— HAYDEN" GARAGE awnaG: RIGHT 1 PAGE: FIRST FLOOR DOWEL PLAN 150 MPH EXP. B 10 RCk%W A. ABOU"CRA L AR NO 93723 DATM 5/31/19 SCALE: 1/4"=1'-0" aI;EET sI. TIE VERTICALFREBAR TOHORZONTEGROUTEAM iV VARIES PER ELEV. Z ° 1 ' g p CLEAN OUT REQUIRED FOR INSPECTION m 0'-0' FIN. FLR. �•- TIE ERTICALREBAR TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA Z W O n U 43I #4 18' 24" #5 30' #6 36" #7 41. HORIZONTAUVERTICAL 0 REINFORCING SCALE: 3/4"=1'-V' W p a a a I NEW REINF. BAR SECURED Wl2-PART EPDXY. MIN. EMBED j 6", UNO FOLLOW ALL MANK S In b I SPECIFICATIONS FOR _ USE AND 1- PREPARATION OF Z HOLE W a — — eb • STEEL REINF. OF BOND. BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3W=1'-0' OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA #3 18' METHOD #4 24" HORIZONTAUVERTICAL #5 30' REINFORCING #6 2 #7 47 42' SCALE: 3!4"=1'-0' #5 BARS CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.aEdestpgroup.com AA M: 0003325 Y m1 c � g 51 S J C� 6 R W�U aumly. ae LOTa SILVERADO LOT #20 BLK. #7 PROJWTp 04 28.002-20071 MODS%. 4EHB "2605- HAYDEN" Oearwa 211IMN-0: RIGHT PAGE: DETAILS 150 MPH EXP. B nanro A ABOUC ACRA l nR NO 907W j DA 5/31/19 ac.%Lx. 1/4"=1'-0" spitz= [St. 2 A 5 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 12" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1 Od x 1 12" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ IOd 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 MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 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-). 8. 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 REVIEWAND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 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 01-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SUE� IDIESMO REMARK (2) 2X8 BEAM SCHEDULE RRRZM INDICATES OPENING BELOW / T.O. B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/ T.O.A = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, RES. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (v l SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING B81 MASONRY 3000 8x16 (i)#5 (1)#5 N/A GROUTED SOLID B82 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOU. 'CAST-CRETE" SAFE LOAD TABLES SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS *-4-- SAFE LOAD- POUNDS PER LINEAR FOOT TYPE SUERO 4F17O IF144B EMO *" W" W"LENGTH 7d (4:n PRECAST 2ZH 1r4' (48n PRECAST 1e68 r4' On PRECAST 16w B4' (6r) PRECAST 1217 6'-1(' CM-) PRECAST 1012 C-B' (T6'1 PRECAST ON T4' on RECAST 743 N4' (112-) PRECAST 654 1014' (121M PRECAST 475 11w (13r) PRECAST 362 174' (144") RECAST 337 1314' r607 RECAST 236 li 14W (1661 RECAST 279 'I 14'4' (176') PRB TRES" NA I" OM PRESTRESSED NA �i 1M' PM PIEBT� NA 1Y-4' mn PRE M36M NA �I 211C On PRESTRESSED N.R. li, 274' WC) PRE61 ttR 2C4r PRE =— m—n= m 000voo© ODmOmmm', --DODO©' OD®Om0® Om00�00 ©mmmmOm 000—oov 000Q�f�rL-!i.- mm0000v 0®0—�00 o©ovo mm000mv m00©OC3!"�r1 0000�©0 00000�Q 000—©oo OD000��!L>i!!f 00�0000 0��0�00 000©oov 000©000 �000000 00�0000 �0�0000 ©0�0�00 ©000000 0©O©©0© �000DOD —DOD—O 0DO-000 0©©DODO 0000�©� �1 NJR. >s 1#D 4eo er 4w V113 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -ALLVALUES TAKEN FROM SAFEIAAD TAREJYBYCAST REMMAY2015 EDITION -ALLPRECAST PRODU TTS ARE TO IE NSTALLED PER MANIIFACT1RESSPEOPMAI :91y TYPE 74r (4T) PRECAST 1026 1024 16119 1r4T (4e') PRECAST 765 763 1300 r-W (5C) PRECAST $92 51H 1073 94- (6n RECAST 411 411 746 6N0" (M PRECAST 340 =0 616 r8 (M PRECAST 607 721 400 7'4' W) RECAST 424 534 303 O4' (114) PRECAST 325 612 230 17-C (1291 PRECAST 294 401 WO 111r (13r) PRECAST 280 452 164 174' (14C) PRECAST 244 402 137 ISW (160') RECAST 217 324 110 1r4' (16n PRECAST ME 203 100 1144' (171) PRBfRMW NJL 294 61 I" (16r) PRESTRESS® MR. 269 83 174' (206') PIEFRESSED N.R. 1114 64 IV4' Ct n PRF3I� N.R. 146 52 21:r On PREUMBISED NR 126 42 274' 0049 FI✓ NA 118 40 W4' 024n PREA 91-ED NA a, 33 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U4JNTELS *FGN66 SAFE LOAD - POUNDS PER LINEAR FOOT 1� TYPE I — I 4F134f I W-ff I 42"T I WM- I IPa4T i4 0000000 - 0000000 —000--0 DD�ODmO OmmO©m0 omoomom ODm0�00�i 0�000�0 oomomoo oo��sa+oo �! OCr�C!'!Q'E� - oo�r!t•`r� �Q- OEM Om=0=- OmQ,K 0:r-W".,Q�'.. m m=mm"Q+mnQ, ©E W:2-0= mm-9Q=r7-1 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR - PRECAST PRODUCTS BY OMM TO ACTT ORE)WEED VALUES STATED ABOVE - PROWOE 4lEIUAA C OF SEAR648 PAST EACH SIDE OFVdNDOW OPENNG PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTECRETE DI VISION ACCEPTANCE #: 1"126.03 o € m 16----m ",z- ----------===---.1 FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = 1'-O" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 W m R YYYa GGGiii 10 O o a rb !poe J F I IBIWJMCT# UDDIN. & I4oTSILVERADOLOT #20 BLK. #7 04128.002-20071 MODEL• 4EHB "2605- HAYDEN" GARAGE OWDCG: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 150 MPH EXP. B 21 ND A AR N F-PAMT 5/31/19 8CALE: 1/4"=1"-0" 211HEET s2 NOTES TO THE INSPECTOR/CONTRACTOR #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 19' HOOK #5 BAR IN BOND BEAM CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4„=1'-a' OPEN FACE SHELL SO AS TO ALLOW BEM BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM —#5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS 3 AT CORNER STEP SCALE: 3/4"=1'-D" Gt� PLACE STEEL REINFORCING (1.2) AS DEPICTED HEREIN. P 1. PLACE LINTEL ACROSS TOP OF OPENING 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4, THE LAST COURSE WILL BE A BOND BEAM WITH (1)#5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SOTHATTHEN THE LAST TWO COURSES ARE BOND BEAMS WITH A 95 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. F� F = FILLED W/ GROUT U = UNFILLED IOMINAL VIDTH # OF #5'S, BOND BEAM COURSEE 16-1 T/1 /c B NOMINAL—�� HEIGHT # OF BOND #5'S, TOP BEAM COURSE IT IS THIS ENGINEERS INTENT # OF #5 S, BOTTOM THAT XFXX-1T/1M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL AND XFXX - 1 T/OM108 INDICATES A SINGLE BOND BEAM WINDOW PRE -CAST -31l4" d. iN WINDOW SILL SLOPE TYPICAL MASONRY WINDOW 4 SILL CONSTRUCTION SCALE: 1 1/2'=1'-0" SINGLE #5 CORNER 1 BAR, 30x30 TURNED - OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL I j BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGE IN 7 ELEVATION OF BOND BEAM BOND BEAM 1#5 TYP. 8'k16' fp BOND BEAM 8x16 DBL. BOND VISOND BEAM W/ (1) #5 BAR EACH COURSE 8x8 BOND BEAM TOP OF W/(1)#5 BAR ::�. BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) MASONRY LENGTH OF BAR = WIDTH OF OPENING-2" OR BEAM DESIGNATION 2 8x8 PRE -CAST CONCRETE SCALE: 3l4"=1'-a' LINTEL, W/O STEEL (1-1) REFER TO PLAN FOR LOCATIONS mo . w00D8ECnaill FISTBIERVAM d. -" MIN, 2 }" MAX s. = 2 t' MIN, 9" MAX MIN, 2 �' MAX MIN, 2 �' MAX d^ =2" MIN, 2 }" MAX s. = 2 }' MIN, 9" MAX Wm =1 z" MIN, 2 �' MAX MIN, 2 }" MAX d• =2' MIN, 2 }" MAX s.=2 tMIN, 9"MAX s =1 �' MIN, 2 `MAX = 3' MIN, 2 e MAX 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS NOTE: • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 i OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d. = END DISTANCE s = SPACING BETWEEN ADJACENT FASTENERS IN A ROW s = SPACING BETWEEN ROWS OF FASTENERS en = EDGE DISTANCE 8 DOUBLE STUD W/ 10d NAIL ATTACHMENT SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwabdeslgngroup.mm AA #: 0003325 Ib i r 4 feg q wR � avaniv. s LOT= SILVERADO LOT #20 BLK. #7 1pmo"=T# 04128.002-20071 MOIDMI.: 4EHB "2605- HAYDEN" GARAGE STUNG: RIGHT PAGE: DETAILS 150 MPH EXP. B D TM 5/31/19 ac. .m. 1/4"=1'-0" 8Iimm s2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1R" HDG NABS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 110 HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1 /2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. UNTELS SHALL HAVE 4" NOMINAL BEARING (41. 8. 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 REVIEWAND APPROVAL. 9. PLACE 2)c4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER C 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWM 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. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS WI UPLIFT IN EXCESS OF 2,5W LBS SHALL BE FABRICATED W/ A 2.6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, ANDATTICACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY I ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4, AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST B" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE A BCRIV1�8E PLATE OR REMARK DESPTION REINFORCEMENT WD-1 4- (3'!s"x5 W) SYP. USP HTT4 W1W DIA 5/S3.1A PT, WOOD POST x 5" EXP. BOLT I--------- FIRE ) 314" SUB FLOOR 2X4 NAILER FOR DRAFT PRE-ENG. STOP FLR.TRUSS ELEV. VIEW PRE-E.G., JOISTS �I 3/4" PLYWOOD 4 DRAFT STOP �I 1 PRE-ENG. FLR. JOISTS TI II 2X4 NAILER FOR DRAFTSTOP 3/4" PLYWOOD DRAFTSTOP PLAN VIEW DRAFT STOP DETAILS GFMER TO CNU WALL V LGLUIS-2 W46ft A' W BOLTS AND (6) WS3 V SCREWS TO GO FIRST FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesoigtoup.com AA 6: 0003325 Woil Z F r-summ ac LOT: SILVERADO LOT #20 BLK- #7 PROJmCT# 04128.002-20071 mo]DZ .: 4EHB "2605— HAYDEN" GAP -%Gm aTI/t1JG: RIGHT PAGIC: FIRST FLOOR FRAMING PLAN 150 MPH EXP. B 5/19DA 1 aCALM: 1/4=1/0 CTaxm S3 ENGINEERED WOOD TRUSSES PLYWOOD SHEATHING, SEE 24" O/C, SUBMIT SHOP "RCOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" PLYWOOD SHEATHING, SEE 2) USP HTA16 TRUSS ANCHOR "ROOF/WALLIFLOOR H (9) 10d x 1 12' NAILS TO SHEATHING RUSS EA. PROVIDE 4"MINIMUM NOTE: FOR (A) W/ SINGLE FASTENER SCHEDULE" ONCRETE EMBEDMENT. DEL PLY, A PT SYP #2 2'X6"X4'-0" A-(1)USP HTA16 TRUSS ANCHOR WITH (9) TRAP, 1 EACH SIDE WRAPS UP MAY BE ADDED WI 10d 10d x 1 12" TO TRUSS. FL#176M NO OVER TRUSS (NOT NAILS, 2 ROWS, 3" O/C TO B-(2) USP HTA16 TRUSS ANCHOR WITH (9) HOWN) FACILITATE 2-PLY 10d x 1 12" TO TRUSS EA STRAP- FL#176W BED IN CONJUNCTION WITH CONNECTOR. DEL STRAP, 1 EACH SIDE WRAPS UP AND EAVY UPLIFT CONNECTOR OVER TRUSS (NOT SHOWN) L#17680 (A) USP LUGT2 WI (5) 1/4'XJ" POWERS 1x2, 2x WOOD FASCIA WEDGE BOLT& (16) 16 GALV. NAILS TO SEE ARCHITECTURAL TRUSS (2PLY) #FL77240 (NOT SHOWN) 2x SECURED VW (3) 16 (B) USP RFUS STEEL CONNECTOR WTH (4) GALE. COMMON NAILS ENGINEERED WOOD 3/4"xe" WEDGE BOLTS AND '1.2 SECUREDW# tOd TRUSSES � 24" O/C, 1x2, 2x WOOD FASCIA (12) W83 SCREWS FL#6223 GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 12' O/C FOR REVIEW 2x SECURED VW 16d AND APPROVAL N GALV. COMMON NAILS. IF 4 BOLTS ARE USED lx2 SECURED W/ 10d MASONRY BOND ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS BEAM SOLID, 6" EACH WAY OF BOLTS MASONRY BOND BEAM 12•O� SEE SCHEDULE SEE SCHEDULE A ALLOWABLE UPLIFT = U:3980 LBS, LA785 LES (2PLY) A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) TYPICAL TRUSS/ 1A 1B SCALE: 3°""`0 TYPICAL ROOF GIRDER CONNECTOR(S) 2A 26 gCALE:34"=1'-0 GIRDER CONNECTOR(S) 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG FLOOR TRUSS 5/8" GYPSUM BOARD OR 12' HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE wl (2) 16d TOENAILS DOUBLE TOP PLATE 2x4 OR 24 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DEL. TOP PLATE PROVIDE BLOCKING 12" GYP. WL. BD, 4 FLOOR TRUSS CONNECTION @ L.B.W. (NO UPLIFT) DEPTH 1/4-D —HOLE EDGE>5/e" —HOLE DIAMETER <2/5-D SGL. STUD OUTER V3 OF SPAN ONLY EDGE>51W LSTA12 20 GAUGE W/ 10dx12 HPG COMMON NAILS. EACH END TOTAL OF 10 5 GIRDER/WOOD POST CONNECTIONS SCALE: 3!4"=1'-0' C - USP THDH28-2 G 12410 LBS, U < 25611 LBS W4 (2) 3✓4- WEDGE-BOLT/J-BOLT, 6' MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 BTM. HOLE DIAMETER D - USP THDH28-2 G < 4800 LBS, U < 2650 LBS WN (4) 3(4- WEDC€-0OLT/J-BOLT, 6' MIN. PLATE < 315-0 DEL. STUD EMBED (36) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#1T232 E - USP THDH28-3 G < 4800 LBS, U < 2650 LBS W/ (4) 3(4" WEDGE-BOLT/J-BOLT, 6' MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 WOOD LEDGER STUD NOTCHING 9 ATTACHMENT DETAIL AND BORING LIMITS SCALE: 3/4-l-0' 8 SCALE: 1 12"=1'-0' # 1175 UPLIFT USP HTWM20 W/1010d TO TRUSS AND (4) 1 /4" x 2 114" TAPCONS TO COW POURED LINTEL # 1900 UPLIFT (2) USP HTWM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4" x 2 114" TAPCONS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. 2' COVER 2" APART REPAIR OF MULTIPLE 3 MISPLACED EMBEDDED TRUSS ANCHOR 5' EDGE CENTRAL 22" MAX. w S' EDGE SPACING SPACING OPEN WEB TRUSS SPACING SEE SEE HEDUL SCHEDULE SEE FRAMING PUNT TYP TYP P BOARD LEDGE • • • • • • • : : • SPUCE(OI ENDOF • LEOGER BD) E SCHEDULE FOR SEE LEDGER W EDGME -(2) al SYPP.T. )LT SIZE 512' SCHEDULE LEDGER BOARDTDBE N. EMBED.(TYP) 1. ENSURE THAT EXP. USED WITH o.W.T. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 8" FRONT ALL AROUND BOLT. LEDGER 2, END OF FRONT AND REAR - Z LEDGER SHOULD LAP AMIN = Z OF V-0". (2) 2x10 m 1 ALL BOLTS TO HAVE SYP PT Z WASHERS °O 4. EXP. BOLTSU-BOLTS m (2) 2X8 --f SHOULD NOT BE ANY REAR SYP PT CLOSER THAN 6' C/C. LEDGER FLOOR JOIST LEDGER SCHEDULE MARK I SIZE 113OLTSIZE WLB1 DWMCECWnVL8PACNG A DOUBLE 2,8 la e" I IS- O/C E DOUBLE 200 (2) 3/4" 8"1 22' O/C 10 WOOD LEDGER DETAIL SCALE: 3!4"=1'-0" (2) 2X4 No.2 SYP DWG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d ® EA TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENTAT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1)'7(" BRACE SEAMS) 30'-1" TO 60'-0 (3) W BRACE SECURE 2x8 PT. PLATE (1):W BRACE @ CENTER TO BLK W/ 12" DIA (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/2' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCL4, STRENGTH EPDXY 6' SEE ARCHITECTURAL MIN. EMBED. AT 32' OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 216 P.T. PLATE W/ 12d's W STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT, 2x4 SECURED W/ (2) 10d% @ EACH TRUSS TO BE INSTALLED . _ 10'-0" O.C. MAX SEE SCHEDULE FOR BOND BEAM REQ BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS BD"LE:3"_' THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WAND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fl AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 WW W.abdeskftmupxom L AA #: 0003325 O 0 �9VHDIV. AC IAT•. SILVERADO LOT #20 BLK. #7 PROAWT# 04128.002-20071 MODEL• 4EHB "2605- HAYDEN" GARAGE SWUM* RIGHT PAGE: DETAILS 150 MPH EXP- B AAC*-ff1'EM- 1 ROLMV a ABOUCHACRA AR NO 93723 �!� 5/31/DA scA=: 1/4"=1'-0" HE=S3.1 A 2.4 STRONGBACK SECURED TO EACH TRUSS W/ (3)16d COMMON NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING FLOOR DECK 2x6 PT TERMINATION — BLOCKING SECURED TO WALL W/ (6) 3116" ° x 4 TAPCONS 2x4 STRONGBACK, (DiL022���� DBL PT 2x6 BLKNG BETWEEN TRUSSES W/ 10d 0 W O.C. 1ST PLY INTO LEDGER AND 10d Q 3" O.C. STAGGERED UPPER PLY INTO 2.6 BELOW 8" CMU WALL — REINF PER PLAN #8 WOOD SCREWS x 2" LONG @ 3" O.C.; NI STAGGERED OFF CENTERLINE OFF 2.6; - 3/4" AS SHOWN DBL 2X8 LEDGER TO CMU W/ 12' EXP. BOLT NI AT 16" O.C. AND 8' FROM END W/ MIN 5-12' EMBED. FLOG GDf 4N HALING PATTERN ',1� 24"MAX —PRE-ENGINEERED OD 2x4 P T. CEILING WOOD TRUSSES (SEE MASONRILER Y /Y NAILS FRAMING PLAN) ASONR �12"OC REPAIR DETAIL IF ,X2 FIRE-STOPREPAIR INSTALLED TOO LOW AT TRUSSES PARALLEL 5 TO EXTERIOR WALL SCALE: 3/4"=1'-a' USP LFTA6 W1(16)ad COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING USP LFTAB W/ (16) 8d COMMON NAILS EACH END FL#17244 FLOOR TRUSS OR v V PLATE STRAPS W/ 10tl x 1 GIRDER TRUSS 12" HDG NAILS FL#17239 WALL / FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL SCALE: 3/4"=1'-0" SECURE 2x6 PT. PLATE TO BLK W/ 12" DIA ANCHOR BOLTW/T WASHER SET IN HIGH STRENGTH EPDXY B'MIN. EMBED. AT 32" OC MAX SECURE GABLE T02x8 PT. PLATE W/ 12d's 8' O.C. MAX PRE-ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4•-W O.C. (AT SHEATHING SEAMS)(BLOCKING NOT SHOWN FOR CLARITY) DBL PT 2.6 BLKNG BETWEEN CL TRUSSES W/ 10d @ 3" O.C. 1ST PLY INTO LEDGER AND 10d @ 3" O.C. #8 WOOD SCREWS x 2" STAGGERED UPPER PLY INTO 2x6 LCNG @ 3' O.C.; BELOW #8 WOOD SCREWS STAGGERED MI 2" LONG Q 3" O C.; AS SHOW) STAGGERED OFF DBL 2XB LEDGER CENTERLINE OFF M; MI TO CMU W/ 12" EXP. BOLT 8" CMU WALL 3/4" AS SHOWN 8" CMU WALL AT 16" O.C. AND 8' FROM NI REINF PER PLAN REINF PER PLAN END W/MIN 5-12' EMBED. USP A3 EA FLOOR DECK PE L VATI TRUSS f4. �j� PER El EVATION 14 NAILING PATTERN s NNLMG PATTER! x V � O w = a3S�x O ¢ xw PER LEVP =� PER ELEVATION aZ 24" M 2x4 P.T. CEILING PRE-ENGINEEREDWOOD 2x4 P.T. CEILING FLOOR TRUSSES FLOOR TRUSSES (SEE (SEE NAILER W/ FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS FRAMING PLAN) MASONRY NAILS a 12" O.C. BL 2X10 LEDGER @ 12' O.C. 1X2 FIRE -STOP SECTION DETAIL 1X2 FIRE -STOP SECTION DETAIL AT TRUSSES BEARING AT TRUSSES PARALLEL r,_'�ON EXTERIOR WALL rA TO EXTERIOR WALL SCALE: 3/4"=1'-a' SCALE: 3/4"=1•-0' TRUSS (TYP) @ 24•' O.C. MAX FOR STRAPPING VERIFY W/TRUSS PLAN CONC. POURED LINTEL COURSE —CONT. 2x4 SECURED W/ (2)10d's @ EACH TRUSS TO BE INSTALLED 0194Y O.C. MAX GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 3,2750 PH: 407-774,6078 FAX: 407-7744078 www.abdesWAgroup.wm AA 4: 0003325 � �Qy1 po 1Q� vwsJ Q S%Y=IV. at LOT: SILVERADO LOT #20 BLK. #7 PROJECT/ 04128.002-20071 MODEL: 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 150 MPH EXP. B AR NO 93723 DA� 5/31/19 SCALE: 1/4'=1'-0" SHEET s3.1B PRE-ENGINEERED %1 VALLEY TRUSS CONNECTION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abde Wngroup.com AA 8: 0003325 35 O Y$i l OVSDIV. & LOT: SILVERADO LOT #20 BLK. #7 PllOJECT* 04128.002-20071 MODEi. 4EHB "2605- HAYDEN" GARAGE 8711N0: RIGHT PAGE: DETAILS 150 MPH EXP. B ROLAM A. ABOUCHACRA L AR NO 93723 J Dw5/31/1E OCALE: 1/4"=1'-0" Oiim= s3.1c 5'-8" 17'4" 14'-0" 2'-8" 4 2.1 , J J W - U U o O � a LL 10'-0 3/4'• TOP OF DECK OPEN ��-----dal �e 0 0 10'-0" 8'-0" i 5'-4" 7'4" 7'-0' 2'40" 21'-" 39'-8" SECOND FLOOR DECK PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwW.abde lgngroup.wm AA #: 0003325 m pga Y pj��j 6 J J 4 S� < Z Z 4 QF aUDDIV. & w7l SILVERADO LOT #20 BLK. #7 PROJECT# 04128.002-20071 MODEL" 4EHB "2605- HAYDEN" GARAGE a1IING: RIGHT PAGE: SECOND FLOOR DECK PLAN 150 MPH EXP. B AROMECT; STATE OF FLORDA 1 JU 9 ROLAIV a cRA L AR NO 93723 A MDATIC: 5/31/19: 1/4"=1'-0"T S4 SECOND FLOOR DOWEL PLAN SCALE: 1/4" = l -W 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 w .abdeslgigoup.com L AA k: 0003325 A 0 b o p i QS J V aa G Mill N stnmly ec LOT SILVERADO LOT #20 BLK. #7 PROJECT# 04128.002-20071 MODRU 4EHB "2605— HAYDEN" GARAGR BVIMG: RIGHT PAGE: SECOND FLOOR DOWEL PLAN 150 MPH EXP. B AR NO 93729 J ppmrr DATIM5/31/19 8CALIM 1/4"=1'-0" OIiRIkk RT s4.2 FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 10 HOG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ It 0) 1Od x 1 117 HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WRTH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 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-). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WALL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 9. PLACE 2x4 PT TO ALIGN VWTH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WTH 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 V-O', FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK CIF=FUP`TM REMARK 0 (2)2X8 BEAM SCHEDULE ® INDICATES OPENING BELOW I T.O.B.=TOP OF BEAM I B.O.L.=BOTTOM OF LINTEL/ T.OA=TOP OF ARCH/T.O.S=TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, RE S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (f) WzM REINFORCEMENT STIRRUPS REMARKS BTM. TOP SIZE SPACING 881 MASONRY 3000 8x16 (i)#5kMID )#5 N/A GROUTED SOLID B82 MASONRY 3000 1 8x8 (1)#5 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS 8" PRECAST & PRESTRESSED FOR U-LINTELS SAFE UPLIFT LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS `atra��6lar SAFE LOAD - POUNDS PER LINEAR FOOT SAFPL OAD SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH SIA "a ".,a rum apt"a rum ru-r "a WAD -Is sum WA40 WAWB Fs1e aam Fear TYPE LENGTH SIX �8 RCORI TYPE LENGTH �T Fear �a 4PCM F1N7 IPWU �a Finar rxn 9962r anatr Fm2r ot"aa Fear s� (4T) PRECAST 2aa1 3M 3rw aM mm OW M,aw, @d W1 PRECAST toa@ tG24 laree 3'd (427 PRECA4T mill am ama mt am am ,mt am 4m na 7aa w. unt „m ma AN iN 41H NO a132 'm ad (467 PRECAST 1968 fM 2M Irr bra all 1m MW fd (4r) PRECAST 76S 7S9 1309 @a (4S) PRECAST an Las am all, 4ma am am am 4m ala 7M m1 71r4 tma im 9110 701a tar An am r7a 4'd (�') PRECAST ,6M Im Lr 20" Mw 4aa I Na art 4'd OW PRECAST 691 1079 4"'a' "I PRECAST law am m7 an 4m 4M M 2M 4m Mil ,w7 rrb "M ttm ,m Tao 27m ma 40a 4M am @4' (Sn PRECAST 1217 a4a tom tata am M Mn am 4aw @4' (84') PRECAST 411 411 746 @-4• M PRECAST rr , 22M am am mr an aq im � TOM ,"6 atad m mr NO 4m 9-1P (70') PREGW 1052 ,m „n an wa am Lw aao @--10' (fa') PRECAST 3t0 339 614 6'-10' CM PRECAST m , M. nm am 4tL tM is ow aw tm mw :m nm am 41M (M) PRECAST 906 ar Tar mit m, am m rn @d (M PRECAST wr rn 490 V4r PRECAST � an t,n am w" am rmfy m tan tm tm am sit 3M RC Mn PST 743 ,m, ,7i am Loa Lw art mm Td NO'1 PRECAST 42a 694 369 r$ (90') PRECAST � flaw am aH ,ri art an am ato 727 I= tam am am >m m I4• n+ PRECAST 2') 664 m „m ,m aw sm aaa 3m a4' n1T') PRECAST 320 512 230 @r (1/r) PRECAST an am ,t to fn "w M ,am tm mr 3m en m tm ua low m4 m1a lad n26') PRECAST 476 m m w it ajar " '" tad (12n PRECAST 264 401 too taa (1267 PRECAST m ma a,a 1 i11 as Na ,m am nn m m „r I= fma >m tIw 1r4• (136') PRECAST 312 a2 m tm Im am SW 4m 11'W n3r) PIRCABT 200 462 164 11'4' n3r) PFWABT 4M m m tm , to ,7m m m ,m an am "s bm 4m m Im. taa ,aa ,new nm ,?d n44') PRECAST 337 m m tm tar awa tm am 7zd (144� PRECAST 244 402 137 tzd (144� R♦EfABT 4L 40 Im m „ , ,m m aL tan two sm am am 479 m m Im taeaw tna" ira ( 607 PPH'J18T 1" , 296 4" m ,ra us tm Lm am 1" (16n RECAST 217 324 110 1@4' n409 PRECAST 418 m aaT 7m aN t tm 4" m ,m taa /m tm !IR m 4a ma „w N 1 taP 1Sd ng61 PRECAST zT9 bL ,m I= ,m ua 21m mi 144r (I*n PRECAST 205 203 100 W-W nan PRECAST ma m m 7M m , ,rt 4a 1m rr ,m ,rr am am 00 45 "7 ,m , , um ,rd n7S') PRE6TRE9s® NA M M M M M M M I V-r (171) PREFTRESW NIL 2114 91 14'd n769 PFOI ESSED m m m m m m an m aw , m ,n i1" ,Tw m 7a ,m >m Lw ma nu 1@4• (1847 PRIG NA M M at M M M M 1@4' (164� PRE NA 299 M 1@-C n64i PRE al m m m M m dm m 70 t &It 1 tm 4a no tar tm am am tata 1T4' 0706) PRIG Nit M M M wl M M M 1T4' (20T) P NR 191 64 1Td Po6'1 PRBR D 7m m ma m 4N m m Tao m f m ftn ma fm m no m tm ur us a0a 1@4• (�) P NR M M M M M M M 184• Mn PR�IIB® N.R. 146 fiQ 19'4' Mn PRE11a6m m m 3a 4a fa am A. aA ,m tit ,au tTu ,r ,b4 m m m am m m wf bID , 21'd' (286') PRE87RE NR M M MR M M wl M ��• )PIS N.R. 126 4'A 214' R'.IE) PR1381 0 t4a m m m M IN m m am IIu ,m for 2rd (M4'i P NA MM M M NR M 2rd � PFEwn M NR 116 40 22'd PM PRESIRERIEDtom 9m as 4r m ®REBAR. m ,a4 ,mr tm ,wa 2V4r� PIE81 NA M M M M MW4r Mn NESTWSSW NA 91 33 20-V Mn PRE81�tmy 1a4 m 9m ata m m na m 4"a 1m (#)TILE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELDADDED ARE PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 ARE FIELD ADDE -ALL VALUES TAKEN FROM'SBFE LOAD TABLES' BY C/STCREM MAY21115 EDITION -PRECAST PRODUCTS BY MENS TO MEET OR EXCEED VALUES STATED ABOVE ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MM9IFACTU E8 SPECIFICATIONS - PROVIDE MIiSIM IrOF BEARING PAST EACH SIDE OF VAT400W OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-012&03 ----------- m----- m-m- --- mw­m------- ­m----- m--- 8F16-1T/OMMB 8F16-1T/0MMB 8F16-1T/0M/0B U.N.O. PROVIDE B82 MERE ROOF TRUSSES BEAR, TOP OF WALL EL 10'-0" 1 i i ♦ 1 1 ♦ � ♦ 1 1 4*♦ ♦♦ 1 1 i J. 1 1 4► ♦ I ♦ 1 I q 1 ♦ , 0el 1 1� SF18-1 T/DAWB j I, 2.1 Z 1 I BF18-1 TlOMA)B ♦ BF78-iTCOMAS 1 SF18-1T/OMrDB 1 1 1 1 J ------------------------- SECOND FLOOR LIFT BEAM PLAN SCALE: VIE' = 1'-D" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdmtgngmup.lbm AA 11: 0003325 Pi d iqe 6 6 6 Q$ggg� • RI QQ � ii i � fill singDrv. 1c LOT SILVERADO LOT #20 BLK. #7 PROJwT# 04128.002-20071 MoDRL" 4EHB "2605- HAYDEN" GARAGM SWMG: RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN 150 MPH EXP. B ROLNO a ABOUCfaLM L AR NO 93723 I D g'. 5/31/19 SCALE: 1/4"=1'-0" SIMEE'1• s5 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 1 Od x 1 10 HOG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT1 BA OR LUGT2 W/ IOd 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 MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WALL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 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 U-O', FINISH FLOOR. UNLESS NOTED OTHERWMSE. TRUSS MANUFACTURER/ ENGINEER NOTES: 1. ROOF GIRDERS W! UPLIFT IN EXCESS OF 2,500 L13S SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO ASTEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE SIZE A BASE PLATE OR MARK DESCRIPTION REINFORCE MENT REMARK WD 1 4X8 (314"x5Y") SYP. USP HTT4 W/5/8" DIA 51S3.1A PT., WOOD POST x 5" EXP. BOLT L-------------------------i ROOF FRAMING PLAN SCALE: 1/4" = 1'-O" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 W".abdeaigagroup.mm L AA A: 0003325 C W O 42 BLTHDIV. do LOT: SILVERADO LOT #20 BLK. #7 PRO"=Tp 04128.002-20071 moDEL" 4EHB "2605- HAYDEN" GARAGE 9TM90: RIGHT PAGE: ROOF FRAMING PLAN AND NOTES 150 MPH EXP. B DATE: IDATM 5/31/19 SCALE: 1/4'=1'-0" SHEET S6 A 1 I q q ROOF WIND DESIGN PRESSURES NET (GROSS) ASCt: I-lu 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 DNARAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116' O.S.B. OR 1/2" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE Ed GUN NAILS G 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W IN 4' OF GABLE END. M-M ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA SHANK TENSILE STR. SHANK 8d RING SHANK 21/2' 0. 129' 170000 RING SCREW SHANK PER INCH 8d SCREW SHANK 2 12' 0.120" PNEUMATIC SCREW-NAJLS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHwG USE 112" CDX 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 Q 4" O.C. TOP & BOTTOM EDGES . Y O W z Z = z- Z z Z , L7 z TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END RAFTER OR TRUSS ROOF SHEATHING BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING `�- Ed RING SHANK GUN NAILS C 17 O.C. IN FIELD or 8d x 2 12 SCREW SWANK PNEUMATIC SCREW -NAILS Q 12' O.0101 FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS 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: FBC­R 2017, 61h EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 53D-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL. STRUCTURAL MEMBERS 2011, ASCE 7-10 ANDAISC 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 DRAW NGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES $HALL 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-0OWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND DESIGN LOADS. ROOF: LIVE LOAD R FLOOLIVE LOAD 40 psf 20 psi TOP CHORD+twconw-t 10 psf BTM CHORD nomcon M DEAD LOAD DEAD LOAD 15 psf TOP CHORD Q psf Id ASPHALT SHINGLES) 10 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 1 Opsf 20 psf TOP CHORD (10 Paf vA No GYPCRETE) 5 psf BTM CHORD BALCONY LI VE LOAD 60 psf STAIRS LIVE LOAD 40 psf ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE31C. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHhWERED 314'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS,SILLS,ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER.F0= 1100 PSI ANDA MODULUS OF POLND YETHYLENE PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE I#DERALL SABSONGROUD NAHiEININCAT®ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS. SEAMS LAPPED B INCHES ADHESIVEMEMB PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATEDTO 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 FORMWORK, 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 AG 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORMAAORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM WAILING PER FBCR 2017, Set 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 STRUCTURALMEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH N 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 A165, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH Y CHAIRS SPACED 3'-0" OC, EACH WAY. RENFORCING STEEL: REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE WI 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 6. BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 26' #6 BAR - 36" #5 BAR - 30' #7 BAR - 4Y' PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION UNTREATED WOOD SHALL NOT BE IN CIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNEDAND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE WPA. TRUSS DESIGNS SHALL BE SIGNEDAND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THCKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT-UPPEDGALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL-PLATE�CONNECTEDANOOD TRUSS CONSTRUCTION:, AND 'TPIANTCA BCSI V COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER W LL 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. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 1NCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAW NGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. WIND DEAD LOAD SPEED =t60 WH 3- SECOND GUST OF THE CONT RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES ANDAROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-10 (`BC R2017) EXPOSURE B, RISK CATEGORY 10 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WTH LIMITED LAYOUT, SPANS 8 ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pd,, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, 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 40psf 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 530/ ASCE 5RMS 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 RACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 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 NTH ASTM CbO, GRADE Pm = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT DRAWINGS SUBMITTED W THOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WHO LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CONTRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS. WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL 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 3/6' CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8" TO 10'. USE ONLY MECHANCAL VIBRATION WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: LATEST CATALOG TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FORAN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 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. 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 ENGINEERS REQUIREMENTS SHALL BE RE COMPACTED AND RETESTED AT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION TRAIT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. 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 SLAR CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HSTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIORTO CONCRETE PLACEMENT. CONCRETE SLUMP SRAM NOT EXCEED 5" 4- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C44 OR MEASURING, NIXING, 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 WIRY RFASONTMBE ISA DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE RACED. IT SWILL BE THE RESPONSIBILITY OF THE TESRNG LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SKAU. BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY COMM TO EARTH (FOLMATONSI B FOR CONCRETE EXPOSED TO EARTH NUORVEATHER 1-1/2" FOR#5 AND SMALLER 2. FORA AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3W AND FOR SLABS WALLS AJOISTS 1-12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANCIOR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPE AFICATIONS 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 Ial FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B Fy =46 ksi. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S. Fy = 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SWILL BE GALVANIZED STEEL J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER AEPucAnoN s�2E tt� S-No REMARILS SIZE rvPE sPaaMi RE- .­1c lO CASENC(d�B-t®COL aLt tm Lol,c. 8OF TO Mosornrrcoac. GARAGEDOIX�r SEE pETNL SEE DE- SEE DETNL SEE DETNL Soo N.. EXT. DOORS CASE IWRDEN®CCLL 9.OF $TAGGFRED WMDOwDDDIU Fa5T6V® HMO MASJNRTIWlx:. GMAGEOOGR BIGc TO M1NSJNRTIWNC. SEE DETNL SEE DE- SEE DETNL SEE DE NL PT.sEENsoEe CASENamwmcon Goo`EAm wDOORtFASTBIED ""oMso«n one TALSTROPTo Mw�oNR lco c CONTACT THIS ENGINEER FOR SPACING REQUIREMENTS eucxr. SYnG DOOR x 2: PT. sEEwTEe I2I3n Faw NowASnER -TAPOON' FasTNER 14'O� t1rz-EMBED. B'BD asT,tlm EnGEasr. GPoNWO IT %PeNM �T 3S EOWx� wtwASIER E BaTw 20.0'� PT'TO STEEL COL. SEE ED EEDGEIaSf. t? MRIpOw EDCK O.1W .2t9• BAGGED NOTES WO 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/OR NOA 3. ALL FASCIA MATERIAL SHALL BE WAND FRAMED 4. PAP 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 W DE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2.MEMBERS ARE SECURED W/ TAPCONS OR RAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wwwabdesigngroup.mm AA #: 0003325 C 3 QiQ Y Y 1 il' auaDiv. a LOT. SILVERADO LOT #20 BLK. #7 PROJECT# 04128.002-20071 �[ODEL: 4EHB 2605- HAYDEN" GAI%AGM 91MCO: RIGHT PAGE: DETAILS 150 MPH EXP. B 0 ROLAND a ABOUCHACRAI MAR NO si3723 J DwrRmT 5/31/19 acwLE: 1/4==1'-0" a S N1 a' vt) A f