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HomeMy WebLinkAbout6881 Wagon Trail St• "2t)05-4EHB—HAYDEN L WORK. SHALL COMPLYWITH PREVAILING DES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRM'LLS ORDINANCES HOMES 12602 TELECOM L7FUVE, TAMPA, FL 33637 Tool: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEE: (813) 740-9720 FAX: (813 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS • FBC RESIDENTIAL BTH EDITION (2017) FIRE PREVENTION CODE 8TH EDITION • NATIONAL ELECTRICAL CODE (NEC) - 2014 •ALL LOCAL AND STATE CODES •OCCUPANCY - RESIDENTIAL, GROUP R3 *CONSTRUCTION iYPB - VB •YIN. INTERIOR FINISH - CLASS B .1�►sIc WIND SPUD - v»rt=16o YPH • EXPOSURE - BB8a6118 PH •1—STORY RESIDENCE — •2-STORY RESIDENCE - iW. HEIGHT AS PER LOCAL. AND STATE CODES EDITION ABV. ABOVE MFR. A/C AIR CONDITIONING MDN ADJ. ADJUSTABLE M.T. ALT. ALTERNATE MTD. AMP. AMPERAGE MTD- BD BOARD N.T.S. CL CENTER LINE O.C. CAB. CABINS[ PL CLG CEILING PB. CLR CLEAR PIi CON[. CONCRETE PET. CPT. CARPET PLYWD. C.T. CHRAMJC7'Bd PR D. DOUBT P.T. DBL DOUBLE R. D.G. DUAL GLAZED RAG. DU. DIAMETER R.A.G. DIM. DIMENSION REF. DISP. DISPOSAL RM. DP. DEEP R.Q OR DOOR S.C. D.S. DOWNSPOUT S.D. DTL DETAIL S.H. D.W. ELEVATION SET. EA. EACH S EQ. EQUAL SRd. EXH. EXHAUST SL EXT. EXTERIOR SL.GL F.017 . FIXED GLASS SiD. F.G. FUEL GAS SWS F.D. FIN. FINISH FLR FLOOR TEMP. FLUOR. FLUORESCENT THK FR DR. FRENCH DOOR T.00, FTG FOOTING T.O.P. GA. GAUGE Typ. OAR. INSP. GARBAGE AULTDISPOSALTYP. G.F.I. GROUND -FAULT U.N.O. CIRCG(T INTERRUPTER GL. GLASS V.P. GYP. BD. GYPSUM BOARD W. H.B. HOSE BIB W/ H.C. HOLLOW CORE WD. HOT. OR ITT HEADERWOW INS UL INSULATION W.I. rm. INTERIOR LUM LUMINOUS M.C. MEDICINE CABINET MANUFACTURER MUM MINIMUM METAL THRESHOLD MOUNT® METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSHHUTTON PHONE PLATE PLYWOOD PAR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLDCOREMDR SMOKE DETECTOR SINGLE HUNG SHEET SHo B"O SIMILAR SLIDING sLIDINGGLASS STANDARD SHEAR WALL SECTION TEMPEREDGLASS TFBCK TOP OFCURB TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WATER HEATER WROUGHT]RON DATE DEBCREMON ARCHITECTURAL SHEET DESCRIPTION ( G -CO SHEETNTES la IIIYYY Pr E L PG Al -FIRST FLOOR PLAN pG 11A- OR PAN sECTI0N3/DETAIL4 PG A2-S COND R PLAN PG A30-FRONT & REAR ELEVATIONS 'G' py/y 4G- & i2IG pTIONS "G" �1-FIRRST FLOOk%jM PLAN PG Ei_ pCONDN FLOO�gN ELECTRICAL PLAN 17G PP �1�,UMH1 PG Ill- 3T FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN fG DRI $ A7� PG2 9 A11.� PG3-DETAILS tET PG WAZ—WALL�L, gg3E]�[g� v E�TAILs G FS RA4-RACE AS$EIIBLY DRUU PG WAS -NOT USED PG WAS -BALL ASSEMBLY DETAILS STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 T/i _.._. �iAIJL �3 V u a teL Irate RRLMNf• B,m�. j TOTAL LNW 260j e . ' 431 �' P010CN ELEVATION'6' 4s Sa PT. t 8k10 PA710 Om 8Q PT. STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAN PG S1.lA-DI:TAIIS PG 21.2A DL TN OR DOWEL PLAN PG 32.IAA--I EIAIILS FLOOR LIFT BEAM PLAN AND NOTES PG S3-FIRST FLOOR FRAMING PLAN PG S3.IA-DETAILS PG S3.1B-DETAILS PG S3.1C-DETAILS PG S4-SECOND FLOOR DECK PLAN PG S4.2-SECOND FLOOR DOWEL PLAN PG S5-SECOND FLOOR LIFT BEAM PLAN AND NOTES PG S6-RO0F FRAMING PLAN PG SNl-DETAILS DRAWING / CONTRACT DOCUMENT REVIEWLS THE BUILDER ASSUMES ALL I.IABRJTY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET)) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR DNFORMATIONTO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRTPPEN MANNER.MADESIGN GROUP RROUP TAKES NO TIMELY RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 w .ebde•Igngroup.coTn L AA 0: 0003325 , SILVERADO LOT #11 BLK. # _ 4 . 0 - 21 iEOD�Ia 4EHB "2605—HAYDEN" GA>luoZ award LEFT PACM: COVER SHEET 150 MPH EXP. B ONERM NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 8th EDITION, (2017) .AND IN CONJUNCTION MATH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 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 WALL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER 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. 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R3025.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLD WOOD DOORS NOT LESS THAN 13/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-M INCHES THICK, OR 21-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R30Z5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 KM SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3026 & TABLE R3026: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %%NCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 /8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN MANCH GYPSUM BOARD OR EQUIVALENT. SREwom 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, PLANTINGAND 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 IS 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'- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING, 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED 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' TIAM 1. ALLWOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) 8, NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI.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 NAIUNG SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY NTH CHAPTER 6WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALLFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE24'AND THE MINIMUM AREA SHALL BE8FT .SQ. PLI MMI 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %- PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTIONP2903. 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. E7RBtlOR WALL CCVERIM 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 RNONES 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/L' 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-1063.1 IA & 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-C1063-11A AND R703.7. MILE REaSMANTCONSTRM M 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 NOTA PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'$ SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS I CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WALL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBIUTY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE:10/25/18 (RM) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www,abdosigngroup.com L AA N: 0003325 0111111 anon, laysn:v 4M IAT: SILVERADO LOT #11 BLK #12 P1WJWCTIV 04 .0 -1 1 1 MOD=, 4EHB "2605- HAYDEN" GARAGM OWUM: LEFT PACE: GENERAL NOTES 150 MPH EXP. B DATM 11/15/18 acAx.n 1/4'=1'-0" 11l im= GN PATIO 9 9 2-SW (2) 3052-6H b"A S I 21'-4 �+ BIVOOO r #2 io n g LIVING Q ROOM 1 I I I DRO�ObI N•s L W-8' CLck 3'-8' 6'-10' 3'-B' 5'-8' V-8' T-V 4 I 91 (2) 2066 I I I I A I I a B Il p POST s I I I N N / II ^ BATH#Z v1C 1 F-s' CLG. I r C CIV . 2; I WCHEN IO p L 11 D I (I x`. e I I o m I I I I11,AW ® Im I I I ITM I m gm d 4'-0' 1 dt 2868 1 8'-0. 2'-8' - HB. 3' 4' 5'-8' 3'-4• W-4' V-S' 3' 0 2868 8C q 20 MIN. STAIR DATA `\] 16 RISER • 154' BOLLARD B TREADS M' p fa — — — :REF N 9-6Fi y II C01i) AS REQ PER SLOG. CODE ==— g I 9'_S• II 1V_0. i° s N GARAGE e Ps FOYER e'•e' cLG a III " 111C PLBX III W-V CLG. - �e III m w/Im• -' III • 2'-10' I6'-0' 2'-I0' TRANS III I0' 1_bi -:_S. 2 '•B' CLG• v Ns'-0' X 1'-0' O.N. — — — — — — — — — — — — — — — — — — — — I s 9 m v FIRST FLOOR PLAN SCALE: 1/4' • I'-& NOTE:2-STORY GYPSUM BOARD OPENINGS BETMEN THE GARAGE 1 RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR NOT LESS THAN V (35mm) IN THIC.IOM66, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 146'(35mm) THICK OR 20-MINUTE FIRE -RATED DOORS THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE t ITS ATTIC AREA BY NOT LESS THAN h'02.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN fji'( 5.3mn) TYPE X GYPSU11 BOARD OR EQUIVALENT UNDER STAIR PROTECTION. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SUMIRACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH V2 INCH GYPSUM BOARDS. POOR 2011 /671-1 EDJ 302.1 AID OU IDMVIDLOAN MMICMD FaRIEC01D81l1M wlB dam ZME M WHMO iMM R9Y1[t ND TM'E FOGTAW MIN. WINDOW 10 5 25/-33 CRITERIA EXTERIOR SWMG IS 5 24/-31 M MIN. CRITERIA 613D. MIN. 41 5 23/-2S CRITERIA K010 O.HD. 1 112 5 20.1/42.1 BASIC MIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT - f 0.18 BLDG. CAT.=ll, EXP.=B, MEAN ROOF HT. = 233--0' PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR BTH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL MIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. GdiII X DATE OtIMIM SQ.FT. CALC.S ST FILM LIVM 11044 SQ. FT. 2ND FLR LIVING Bel sQ. FT. TOTAL LNlki 2605 SQ. FT. GARAM 431 SQ. Ft. FORCH ELEVATION'W 43 SQ. FT. TOTAL ELEVATION Yt' 3085 SQ. FT. B W PATIO 80 SQ FT. MASONRY/FRAME UWLL LEGEND W-8' BLOCK WALL UNO ON PLANS BR& HGT. VARIES 8' BLOCK WALL UNO ON PLANS 18'-8. BRG. INTERIOR LOAD BRG. UTALL UKO. ON PLANS 40 LOAD Emma WALL UNO.ON PLANS -ALL INTERIOR DOORS TO 5E 6'-8' -ALL EXTERIOR DOORS TO BE 6'-8' UNLESS NOTED OTHERWISE NOTEs -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. - FRONT DOOR ASSEMBLY TO BE THERMA-TRU FIBERGLASS DOOR IW TRANSOM !SINGLE ASSEMBLY) - 20 MIN. FIRE RATED DOOR FROM GARAGE TO RESIDENCE TO BE EQUIPPED UV SELF -CLOSING DEVICE (R3025.1). 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX:407-7744078 wwwsbdmslgngroup.mm L AA 0: 0003325 . exInDIV. a w1h SILVERADO LOT #11 BLK. #12 1pm0JwT1p4 — 12 MODMI, 4EHB "2605— HAYDEN" OATMAGM MIMIC k LEFT PAO& FIRST FLOOR PLAN 150 MPH EXP. B r A 11/15/18CALM 1/4* 1'-0" MINT mmo E1' Al S DDL. TOP PLATE 9 M D BAR DETAIL SCALE, B ARCHI DTL. 42' M. HALF WAU SV CAP 3/4' T4G Na PLOOR OLIIBD A 8C1lEIIED PER PAOTNNM 6c*lm"E I®'-0 3/4' 2ND FIN. PLR. 8'-$, MRS. HGT. 6T�`AIM WORMS TO C0WPOW TO /SCR 6TM EDITION (w) MN. TPWAD.16' MAX. RISM1 3V4' S/16' STAIR DATA, MAX VARIATION N R NW RSt" EARS W R7' * lib* • ADJACENT TO EACH OTMER SW MAX VMNATRON IN ANY POSOWTRIAD HANDRAIL �•. I' NOSING CIRCULAR 0066 SECTION DIA I .-V4. OR PROVIDE EOUNALEW d *ASPA LrrY WINDERS- MN. 6' WOE . NARR010 M MN. M WDTM • 12, PROM NARRR M M 3W MIN. WANDRAL M-W. 'ENCLOSED ACCESSIBLE SPACE LN ER STAIRS SHALL HAVE WALLS, UNDER STARR SURFACE AND ANY SORPITS PROTECTED ON THE ENCLOSED 610E WITH W' *YP8t3M BOARDS. PDCR 302.1. 0'-0' PM. FLR !2) LAYERS OP 3/4' PLYWOOD OR (2) LAYERS OF 3/4' SLD FLOOR MATERIAL RIPS FOR r.j \ 4' KICK PLATE I'MAX. \ OSING \ HSL STOR. `\ 3-2.E SYP STRNSER \ RESIPORCED Imt4 6PP \ GU OaAD AADOPMESWE \ KA HOPVZCWAL RUN \ 2 X 4 RE-I'FORCM • E/L 2 X 12 STRNGER 6EC1AiC umd 6'-6' O.G. STAIR SECTION "DER EM - IRA EY! EA AHU NRSADSD GNAW !POND TMIO0088 t N48ATHNlS \ 1 1/2' THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL \ MIN. SHALL BE NO LESS THAN 1 1/2' HANDRAIL 6 36' AS PER FBCR R311. th.2 \ W/ 2X4 RE-W-MI 51 42' R W NOTE: WALL V HANDRAIL ENDS SHALL BE CA' RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. MASONRY NAILS • 2X4 P.T. SLEEPER NTO SLAB WTMN 6' CP EACH END, 32' OL. MAX. NOTE: 1. HANDRAILS 8HALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A _�• DIAMETER OF I#': 2' OR A NONCIRCULAR CROSS SECTION WITH A l4 o PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES g SHALL HAVE A MINIMUM RADIUS OF I/8'. 2. THIS RAILING SYSTEM 18 DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIER& AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601.8.1 / F.B.C. 2011 D HANDRAIL SECTION SCALE, 3/4'.I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-774-4078 wwwAbdooWigroup•oom AA M: 0003325 ,ammo atrBD1V. a IATt SILVERADO LOT #11 BLK. #12 1pRo wT# 04128.002-11121 mo2tikzu 4EHB "2605- HAYDEN" GARAGN ElVD4M LEFT PAGI L, FLOOR PLAN SECTIONS & DETAILS %150 MPH EXP. B 1,; 0 vit; a DNA a ?o. I' .•. lZ I EDS"� �isommommommom ml - �� -^ �_ iiiillllllh��l -ux Eoll RIM 11 t;%! a a 04% SECOND FLOOR PLAN SCALE, 1/4 - P-6' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdes*kgroup.tom AA is 0003325 ,amm, FloxmViv. as 110 SILVERADO LOT #11 BLK #12 PnonwTo 04128.002-11121 won=, 4EHB "2605-HAYDEN" GARAOX BTfMGS LEFT ]PAOM SECOND FLOOR PLAN 150 MPH EXP. Bj RD A, AR N rpraNT D11/15/18 scAm 1/4*=1*-0" Dime= A2 BLDG. HGT.40 ------`----------- IIII I 1111 ■■ ■■ - - - ,rill 'III ■■ IIII WE ■■IIII I ���� ■■ IIII _ _ �� ���� - III ��.� Iil■I I -I �_I I -I oil E 0'-0' FIN. FLR -0'-4 GRADE (MIN.) SNMGLE ROOF PYPON 18"AM' DECORATWE SHUTTER OR acurvALENT _ '8'-B' 2ND FLR- BRG.0 HGt. I I I I i' RAISED 1 I BAND (TYP.) I I AI0'-0 3/4' — 2ND FIB N. FLR MRS. WT. I o —ENTRY RY I I I I 1 I rn°• I I 4• RAISED I I BAND (TYP.) I I I 0'-0" FIN. FLR ---------I - .0 - G D (MIN.) FRONT ELEVATION SCALE� I'-0 IN RFAOFATTIC = 15M S4 FT. NET FREE VENTILATION ARFAREQIIRED = ]/3W REQUIREDVETITIUITl0N AREA = 1585/300 = 5.25 VENTILATION AREA X S41NCHES PER Fr.(144) = 7111eS41N. MN.REOI/REDVENTIIATION = SX 7E0.8 IN UPPER PORTION OFATTIC 380{ SQ. IN. OFF RDGEVENTIIATION AREA = 125 SIX IN. PER VENT 38114 1115 ALe OFVENTSREQRRED = 130M ALIOF VENTS PROVIDED - 4 'AREA OFATTIC IS THE►ERIWEROFTHE HOUSE, ]ESSTHE OVERHANG FMEROROFWALLTO DMIOCROF WALL, NOOVEIHANGSINCLUDED g� OPP RIDGE YENT OPP RIDGE VENT I8'-B' HIND FLR4, _ _ �18'-B' 2ND FLR BRG. HGT. BR—� G. HGT. I I I I I I I I r I I UY TNICK 2 COAT CEI'!NT PL461E11t APPLRD 01011 LT' TO IIA6014fT I 1 AW' OALV.'L•-TYPE I 1 FLA6WN9 RET N ROCPN6 calm I0'-0 3/4' 2ND FLR4, _ _—_ _—_—_—_—_—_—_—_—_—_f--- I I w10'-0 3/4' 2ND FLR FUNIAN-Aft OVER 90 FEL 2X66YP PT LEDGER IW FIN. FLR/BRG. HGT. — -- r — - - FIN. FLR/B l HGT. PAPER 6N TAY OAA SFEATWING OR _ WSW TMINIACW ROD 32' 8LR. CLG. NGt. I I w8'-8' CLG. HGT. Vt- COX RYIIIDOD SECURED PER OG. 4 WITHN 6. OF EACH -- -- --'--------------------------- �"--Y TNpAI�LNp6��SCp1,8pDpULryE 'T END MAX. RET NSR'IrSON b ❑ FD I LGU FK FLR TrER ELEVJ s� NI6W lTI1EN6TW DfrOXY ( Le1-t4 �. I 2X6 GYP RIFTER6 OR I I TYP- PRe-EWGv Trues v j j ROCP 8LLOP,E PER WAVATICN —J I I MK V*' ORES "ATMWO I I WANT TO as "c"D TO C44"&L POR SOFNT _ I 1 2X6 MB'IERe 1V Ild NALS AND (2) IOd's 0'-0' FIN. FLR I �,— _ 0'" FIN. FLR TO LLUM tll/ (4T lR EDGER 1 .4 ------------------- --- _ -0•-0G D (MIN.) TO 2N6 JOIST 2'•0' 2X6 GYP PT LEDGER I1V 112W THREADED ROD 32' = 4 WITHIN 6OF Elul END MAX. GET N 6R" bm HIGH S7RENGTW 00-o Y 6' MN EMDED. REAR ELEVATION OVERHANG DETAIL SCALE: 1/4 - I'-& TEXTURED FINISHSCALE. V4 . I'-D' alp 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX:407-774-4078 www.abdesWkgroup.eom AA A: 0003325 m a 1A s aysD><v ae LOT, SILVERADO LOT #11 BLK. #12 PROJEWTO 04128.002-11121 1LODRU 4EHB "2605- HAYDEN" OAR-AGX sVIIINI l LEFT PAGI1 FRONT & REAR ELEVATION "G" 150 MPH EXP. B Z711 A ABOUCHACRA IN AR NO 96729 RRR DP TO 11/15/18 ecm.w.1/4"=1'-0" 11121mm A3 G OPP R®NT la' -a' 2ND FLR, BRG. HGT. IV-0 3/4' 2ND FLR , FIN. FLR ------,2''---------------------------------- W-a' CLG. HGT. - _ _ _ IV -a' 2N0 FLR ,_ BRG. HGT. 10'-0 3/4' 2ND FLR,_ FIN. FLR�BRG. I T. a' -a' Br-- HGT.o o ENTRT 0'-0' FIN. FLR _ -0'- GRADE TYP. _------ ------ ------ ------ -_-_-_ LEFT ELEVATION SCALE: V4 . I'-0' TEXTURED FINISH RIGHT ELEVATION SCALE: I/4 . 1'-0' TEXTURED FINISH 19'-a' 2ND PLR ---' BRG. NGT. IN. FLR _ tea'-B' BRG. NGT. —' o ENTRY 0'-0' FIN. FLR 0 - R D N.) 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407.7744078 www.abdosigngroup.com AA M 0003325 ennu MMMIN >dtni5xv. as w7t SILVERADO LOT #11 BLK. #12 PnDJWT# 4 02- 1 1iODs73 4EHB "2605- HAYDEN" OAnA*X BVIENCk LEFT PAGM RIGHT & LEFT ELEVATION "G" 150 MPH EXP. B DP 11/15/18 scwZ.W1/4"=1'-0" slimm A4G ELECTRICAL LEGEND SYM. DESCRIPTION d} TANDARD 61UTC44 ..�" -WAY SWTCH -WAY SWTCH N'N'ER SWITCH 1'M EIUTTON ISCON$GT T RMOSTAT RECEPTACLE 1a26W20-AMP POLE) LEX RECEPTACLE R MEX RECEPTACLE (EQUIPPED TH GROU D FAULT MWPI TAMPIER RESISTANT TYPE) iOV DUPLEX OUTLET (MALP OF OUTLET RED TO BURTCH) 4W XTERIOR WATERPR'?OP/api CEPTACLE (4011MM FAULT WV QU4DPLEX RECEPTACLE ® l®V DUPLEX RECEPTACLE (FLOOR D) OV RECEPTACLE (4 WIRE CTOR) I-0 MOUNTED LIGHT LMG MOUNTED LIGHT LIGHT LIGHT SCONCE PRE -SIRE PAN WITH LOW (I CM PER Sa PTJ am 0" LIGHT FIXTURE SSSC BULB LIbW FOCTUV! BOLO LIGHT FIXTURE • TRACK LIGHITMG TTIC LIC*4T WITH FULL CMAN F.RCABINET LIGHT ® k4' PLUORESCENT LIGFIT (RECESSED) ® k4' FLUORESCENT LIGHt (SUIpAG! OW' PLUC ZSCENT Lldi1T (RECESSED) • CESS LIGHT ClSS LIGHT (VAPOR PROOF) ING MOUNTED LIGHT WTN J-BOX OPT. PAN WWJFY PION) ROD" X ((MALL Malmo) X (CELMG MOUNTED) ING MOUNTED FAN PAN la CFM PER ea PTJ y JACK QQ DETECTOR (CEILING MOUNTED) IMES to OUTLET FOR =um- N JACK --e• PORT NOTM LOCATION OF TV JACKS 4 PHONE OUTLETS 4 PANS TOM VERIFIED is MOP1lOIU4ER PRE -CONSTRUCTION MEETNG. • ALL B 4 20 AMP BRANCH CIRCUITS TO B! ARC PART P moTECTED PER NEC 2w wiv) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GPI 4 ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT M PANEL • BATHROOM EXHAUST PAN TO HAVE MN. CAPACITY OF DO cPM NTCRMNT ITTEPER TABLE MB01A OF f�CIUM bTH EDITION (20n), • LAUNDRY ROOM RECEPTACLE SMALL BE GROUND FAULT CIRCUIT- Wenum-lum PRO. anoN FOR PERSONNEL ON FEEDERS) • MRINOr METHOD SMALL 00 NON METALLIC CABLE AS NEC 2014 ARTICLE 30CA(BX2) • ALL RECEPTACLE TO BE TANNER -RESISTANT TYPE • ALL LAMPS SMALL BE SELECTED BY BUILDER AND 151E OF LIGHTNG "AT BE ENERGY EPPICIEW TYPE PER FEL W&INZY WMERVATICN (RESIDENTIAL ENEMY EFPICIENCY) 2011. 1.1h lDITON R404) COACH LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE, 1/4' a I'-0' W P ParNd MAN - A PANEL: SMSW erL treSHer VOLTAGE, 120/240V-lPh MMN: 150 Amp KO.B FEEDER 3- 01 CYTFNM a 1-N Cu (0) in 1 1Q' C. OR 3-SM AL TKWN a 1-4• Cu(0) in 1 1Q' C. wte PeN !IF 4 wb e miss Ctael wW Mb wte '2 1 m OFlb 9A Imo I1I I = elz 2 m rnlvYm Rory loot 91 4 e 4lw C.0 W 2 M z e PANEL - A PANEL 42orL bmal•r VOLTAGE, 120124OV-lPh MAIN: 15DAmPM.L.O. FEEDER 3.01 CUTHNN a 1-48 DI (G) w 1 1Q' C. 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ALL CONSXICTORS SMALL BE TYPE T Al-M (!LESS mm NOTED OTHERWISE. TELEPNO m earAm 1-1 rl CABLE lmzvRION POOR COMPANY aN64DE f�-- PROVIDE Bo AMR W 440 KILT, I PWASE SECQiDAWY- ELECTRICAL SERVICE. PROV09 S M COPPER (OU) N 1.14" DIA SCMEDLLE M PVC C0NDW OR PROVIDE 9 0/0 ALLMINtI (AL) N 2" VIA SCNiDLLE SO PVC CONDUIT UNLESS SERVICE R PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WTM THE ELIGTRIC COMPANY PRIOR TO BD. N?MYSTBM BONDING TER'SNAL AT LOW VOLTAGE CONNECTIONS 1 V CU SERVICE affiam CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONM OF THE 82QLddH ®rc1oN r2Bn) &W' DLA X • FT LOMG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdosWngroup.eom AA S: 0009925 amm, roumm a. M` SILVERADO LOT #11 BLK #12 pmamow 04128,002-11121 moamnu 4EHB "2605- HAYDEN" LEFT PAGM FIRST FLOOR ELECTRICAL PLAN 150 MPH UP. B 11/15/18 >aCAMAk 1/4"=1'-0" slow" E1 ELECTRICAL LEGEND SYM. DESCRIPTION -8 TANDARD &MTCN - •WAY SUNTCH 4� -WAY SWITCH MMER 6UNTC44 HE BUTTON IS(.0"CT T NEW1OSTAT _e NGLE RECEPTACLE (ftv)20-AMP 1431.E POLE) =0 DUPLEX RECEPTACLE =411 DUPLEX RECEPTACLE(EQUIPPED TH *ROUND FAULT AMPER RESISTANT TYPE) WDV DUPLEX OUTLET (HALF OF OUTLET RED TO SUNTCH) XTEMOR WATUR'RDOPMPI FAULT RECEPTACLE ,S'TArLE*ROUND CEPTACLE (FLOORCLE l4 WIRE FO L MONIED LIGHT ILNS MOUNTED LIGHT LIGHT LOW LIGHT L SCONCE PRE -WIRE RAN WT14 LIGHT (I CR'N PER SO. FTJ am BULB LIGHT FIXTURE Sam BULB LIGHT FIXTURE SP4886 BULD LIGFR FIXTURE ' TRACK LI*NTNG TTIC LIGHT UNTH PULL CHAIN }=--K R CABINET LIGHT c;v_:i w. FLUORESCENT Law [RECESSED) m k4' FLUORESCENT LIGHT (SURFACE k4' PLUOREBCENt LKaHT [RECESSED) • O PWCM LIGHT CE86 LIGHT (VAPOR PROOF) ILM MOUNTED LIGHT WRH J-BOX OPT. PAN CAL I&ANEL (FIELD Vffifff- n ) K,p -BOX (WALL MOUNTED) m -BOX (CEILINIG MOUNTED) ILIN* MOUNTED FAN Q FAN (I CPM PER sa FT.) •� JACK O DETECTOR (CEILN* MOUNTED) MONOXIDE DETECTOR 02 IMES TV JACK -E PORT • LOCATION OF TV JACKS 4 PWONE CUTLETS . FANS TORE VERIFIED • HOMEOUNER PRE -CONSTRUCTION MEETNG. • ALL B N 20 AMP DRANGFI CIRCUITS TO DE AMC FAULT PROTECTED PER NEC 2NVJ2(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • 3FI • ISLAND (NOT CN KITCHEN CIRCUIT) • DISFN4AS1£R DISCONNECT TO DE LOCKOUT N PANEL • BATHROOM EXHAUST FAN 10 HAVE MIN. CAPACITY OF 00 CFM NTERMI, I T PER TABLE MIM A OF Fern• rru EDtnaN (mm. • LAUNDRY ROOM RECEPTACLE SHALL BE *ROAD FAULT CIRCUIT-MTERUPPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WRNG METHOD SWILL BE NOW METALLIC CABLE AS NEC 2014 ARTICLE 3VVA(DX2) • ALL RECEPTACLE TO Be TAMPER -RESISTANT PE TYALL LAMPS OWAL AND 15% OF L16FITNS MUST DE ENERGY E#ICIENT TYRE PER PJLQ ENERGY CONSERVATION (RESIDENTIAL ENIRlY BTICIENGY) 201. 6th �rcloN R4O4J I j L---------- SECOND FLOOR ELECTRICAL PLAN SCALE, V4' " I'-0' 44 rr► • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdeslgngroup.eom AA k: 0003325 HE BUBDIV. a LOTS SILVERADO LOT #11 BLK. #12 PROJMTNP 4128. 02- 112 moDaI.( 4EHB "2605- HAYDEN" GAV.&O i< swans: LEFT P SECOND FLOOR ELECTRICAL PLAN 150 MPH EXP. B ROOM A. ABOUCHACRA L AR NO 93723 J 11/15/111 111CALM 1/4"=1•-0" miss= E2 FIRST FLOOR PLUMBING PLAN 8CALE. 1/4 • V-®' SECOND FLOOR PLUMBING PLAN SCALE. 1/4 . 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PROM ANT C a"y OR ViNt OUTLET, OR SA TARY vow OUTLlT L ALL D6d W AND OUISDE AIR NLET 01=11% AM.L Dt O"T11EIL'11W OP SM M 4ALY. METAL OR 17I M MATEP"A A6 PER POO ON EDITION nW) MMANCAL CODE SEt:T1CN 605 6. RdIXASED 4U PPOW PLAMOIMIS WALL M CONWINAMM N ACCORDANCE TO PEC 67W EDITION non) MECHANICAL CODE 6M T. •ATHMROOITS COWANMMr SATNIIELS, SNOMMIIM, SPAS AC "ILAR EIALTH M PDMU ON" M MRGNANWALLY VMI W N ACCORDANCE WTN PEC 674 EDITION (2111101) M300 MCAL CODE SECTION a ALL W44A MM d,ATN ROCI I6 SINALL NAVE IMDIR-p!T DOOIM I = NLMC!-W AMR TO EE 111ETUR11W. TO MAL AIR 01440S lN. t ALL FM RATED CE LNOS AND MW.LS WALL. NAVE AN APPROVED PINE OR FWA M M DN'lEIR`6 LOCATED AT CEILN& OR WALL PEwnuTION AID EE SL=VLD WTNN ACORN DOOIM TO OEM DAI'Mi! ALL DMTIIM 614ALL EE NSTAUM TO MIME RECQ FMBDATIQIS AID PLMC ITN MDRION [21 M PECINANC',.AL CODE SECTION 607. I& 690LLa AID DIRMEIM SMALL U PROVDED ON RALAW110 DAM M. IL ON. NOOSTOR TO MIE A PAN OW COP NOOSTMR PAN OR EQUAL PMITECN CEP IO DR. 111110011117111114 CAPACITY"LNEAR FEET LMTN M X 61X ELJMOSM SECURE STRAP TO COW W/ f2)-3/K X2' TAPCONS CONDENSERITT S WD ROLL STRAP OR ECIUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT UI/ (2) %XI 1/4' SIIT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAN CAND. DRAM 3/4' DIA. OVER HEAD • 12' FROI"I STRUCTURE 8CORIATED NICKEL FM FLOOR BRONZE FL. PL. OR WALL �-FITTING OR exiTN810N TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 560M INSIDE / SERIES NICKEL BRASS TOP CAULK / P.V•C OPTu6PEG 1 FLOOR SLAB CLEAN -OUT (TYY LEGEND ® POKY AMR OSNMOR m f1lTIMl1 AN t2RILL ® am -a" OR I MIRY OM*IISER — 60LD LNEP SIMePL.Y TMW — L NOW LM!- WON TIFAW l OALAICMIM DAP M' M OR MD 0 CILINS E)6NAIIST MN R CULM 06"I MT PAN N LWIT aA CUTS= AMR THMIIWMTAT I9 PAN-TNMMJ AIR 1MIRLL NOTE: ALL HVAC TO NAVE PROPER PANS W/ DRAMS ATTIC 1010 EXTERIOR WALL PLC ? 1 AIR RETURN SUCTION AND LIQUID AIR SUPPLY 1 REFRGERANT LINES y AIR HANDLER EXTERIOR WALL 1 3/4' PVC CONDENSATE DRAM LINE EVAP. TRAY-4 t PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO RETURN CONDENSING WIT TRAP DRAM LINE AND TERMINATE IN AN APROVED DRAM,AS PER 6TI4 FBCR NIC EDITION l2011) O MECHANICAL BLDG. CODE SECTION 30'12.4 HVAC DRAINS C'"TERBWK C.D. PLUG PIN. GRADE OR PAVING WE SPEC. 1'-8'X8' CONC, PITTING OR EXTENSION TO BOIL OR WASTE AS REQUIRED nEXT. GROUND CLEAN -OUT (TY ) I I 1SYYN FROM BEDROOM f2 ABOVE� I II I 12X8----------------------' II ------- m II 12X12 II I I tee. AOO BATH J!2 II II I C X JUTCHE I S110R• I I I 0 RAM 8' S/A j I III FROMI / I III /� ABOVE I III tS� III GA A FOYE& ' III III FIRST FLOOR MECHANICAL PLAN SCALE, 1/4 - f -0' 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX:407-774.4078 www;&'eel8n80009325 -oom AA M: 8 e 0 0 a SvaurV. as IATt SILVERADO LOT #11 BLK. #12 PXOZW 0 - 1 4EHB "2605- HAYDEN" GA3RAGA 8111NM LEFT PAGN: FIRST FLOOR MECHANICAL PLAN 150 MPH EXP. B oV A. a=' AUTUMT 11/15 118 EICAJY 1M 1/4.=1'-0" SIISENT M1 1 N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH: 407-7748078 FAX: 407-7744078 www.abdeslp *mup.00m AA M: 0003325 ammo, mm etymly as LOT: 44 SILVERADO LOT #11 BLK. #12 PnOJWT#► 0 28. 0 -1 1 mol"m 4EHB "2605- HAYDEN" oARAGN 8VrJXM LEFT PAGE• SECOND FLOOR MECHANICAL PLAN 150 MPH EXP. B i �----------J SECOND FLOOR MECHANICAL PLAN 8C. . V4 . P-& R p� 2X4 TOP PLATE PRE-FAB TRUSS W. CLG BOARD IQ' Enwil"LL 2X4 WOOD STUDS *24, O.C. �CONC. BLAB STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING IXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN I6' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. FRL FLR T S ' I C�)TYP. INT. WALL (NON—BRG.) Di SCALE, 3/4'04V FIBERGLASS SHINGLES OVER -90 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RSMA ON J' 08A. SHEATHING OR k CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE•ENG TRU66 MTL. DRIP EDGE 2x FASCIA PER 1-m ELEVATIONS TMP' OH VENTED SOFFIT 1/1' THICK, 2 COAT PORTLAND—— CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN FLR_ J5/S' GYPSUM BR OR 1/2' HIGH 670 ENGT14 CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL bR2 P.T. FURRING — STRIPS • 24' O.G. 6' Cm 1/2' GYP. WL. BD: WOOD BASE — V DIA BLE" DO NOT Cur PE WOW OEAM NOT CUT 80LD 6#OUT THE 9w D W (LL S 1JFN1 (2) COMM - REEAAIp PIPE THROUGH BOND BEAM SCALE: 3/ '.1'-O' FIBERGLASS SHINGLES OVER 90 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION ROMA ON J' OhM. 61 EAT14MG OR }• COX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE -ENO TRIM MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT V2' THICK, 2 COAT PORTLAND CEMEiNT PLASTER APPLIED DIRECTLY TO MASONRY 4 0'-0' FIN. FLR m m:. • 4 W/ WI . n NDOW OPENING B TYP. WALL SECTION NO OPENING MOTE• PER SECTION 905.I.I - FOR ROOF 5 1—STORY HIP BLOCK WALL (2)OPES LAAYERIUNDERLAYMENT SYSTEM SCALE, 3/4'.1'.0' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE It, ASTM D 486S TYPE IV, OR ASTM D 6151 m pm er Lm ua 28 GAS LINE T RU BLOCK FIBERGLA66 814MG-M OVER OW FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RSCSUU ON J' asa BHEATFUNG OR I' COX PLYWOOD SECURED PER FASTENER SCHEDULE TYP DG. MTL. DRIP EDGE OR 2x FASCIA PER ELEVATIONS VENTED SOFFIT P'RE RUS -ENG. GABLE TRU D WEEP SCREED 2x P.T. SECURED �O PER STRUCTURAL DETAILS N' INIM 2 COAT - wORRRLADD CEI'EM Ommm'r TO MAa01RT Ina p1momw "-VAMNAD DOOR APPWVAL Rrm NRHOJL 1RRtAO[ R• w. SY dr4alaM s GARAGE DOOR JAMBS D1 SCALE: 1 1/2' • I'-0' 2x BLOCKING BETWEEN TIMMUS, PER STRUCTURAL DETAILS—\ STIFFBACK AT ALL UPRFCW PER STRUCTURAL DETAILS PRE-ENG LLD. TRUES CONT. 2x RAT RUN SECURED PER—/ STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES ,. PER ELEVATION 5/8' GYPSUI'1 BOARD OR 1/2' Wh3H STRENGTH CLG. BOARD In' THICK, 2 COATS/ PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. PLR 6• cru L1 a.j•'a y W/ WINDOW OPENING R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL ix2 P.T. RJRIRMG STRIPS • 24' Or - In I GYP. WL. 60. WOOD ERASE FIBERGLASS SHINGLES OVER 90 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RBCSU.1 ON j' OS S. 61EATHMG OR I' CDX PLYWOOD SECURED PER ®. FASTENER SCHEDULE T R MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT \PRE-ENG. GABLE TRUE6 WEEP SCREED \-2x P.T. SECURED PER STRUCTURAL DETAILS W' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY r--_;:u 1 0'-0' FIN. FLR B TYP. WALL SECTION NO OPENING (6)1—STORY GABLE BLOCK WALL 1 SCALE, 3/4'.I'-C' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdeslgngroup.com AA N: 0003325 SILVERADO LOT #11 BLK. #12 PROJwT/ 04128.002-11121 MODRU 4EHB "2605— HAYDEN" GARAGZ STIR1,IM LEFT PAorh DETAILS V. 150 MPH EXP. B A N DATM 11/15/18 ISICAIM 1/4"=1'-0" smacm D1 FIBERGLASS SHINGLES FIBERsLA86 SIINGLE6 OVER 030 FELT PAPER OVER O30 FELT PAPER OR SYNTHETIC OR SYNTHETIC PRODUCT, INSTALLED PRODUCT, METALLED PER SECTION R90b.Li PER SECTION R%M.IJ ON J' CAM. SHEATHING ON J' OAM 61 EATWNG OR k COX PLYWOOD OR k COX PLYIUOOD SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE PRE-ENG WD. EP R P E-ENG WD. TRUSS-- 24. O.C. MAX. `fVA IION 24' O.C. MAX. METAL DRIP EDGE METAL DRIP EDGE—� R-30 INSULATION PER ENERGY CODE ' 2x FASCIA PER—/ 2x FASCIA PER ELEVA71ON6 0' 0�. 5/6' GYPSUM BOARD ELEVATIONS TYP. Oft 1/2' HIGH CLG DO �BTRENGTH VENTED VENTED I ( Ix2 FIRE -STOP SOFFIT SOFFIT -4J INSUL. REFERENCE—/ REFERENCE I I STRUCTURAL STRUCTURAL I w I I WINDOW ATTAC 41ENT AS PER MANUFACTURES SPECIFICATIONS RENCE STRUCTURAL 3/4' T 4 G SUBPLOOR In' THICK 2 COAT In' IK V_ '¢ GLUED AND NAILED AS PER NAILING THICK 2 COAT- PORTLAND CEMENT SCHEDULE PORTLAND CEMENT PLASTER APPLIED PLASTER APPLIED DIRECTLY TO MASONRY DIRECTLY TO MASONRY PER DO FIRE -STOP DO FIRE -STOP -- SEE STRUCTURAL SEE STRUCTURAL-- R fmLxvAWOV 5/6' GYPSUM BOARD OR V2' HIGH STRENGTH CLG. BOARD -- -'fELEVATIGN DO FIRE -STOP W FIRE -STOP R-4.1 INSUL. I I � I I J pi WNDOW Al 44MENT AS PER MANFFACTUR:S SPECIFICATIONS REFERENCE STRUCTURAL 1/2' THICK, 2 COAT V1' THICK 2 COAT PORTLANp CEMENT Ix2 P.T. FURRING PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO STRIPS • 24' OZ. PLASTER APPLIED MASONRY 6'CMU DIRECTLY TO MASONRY GYP. Wl. BD. WOOD BASE IX2 PIKE-61OP W FIRE -STOP R-30 INSULATION PER ENERGY CODE FORM 5/6' GYFWJI BOARD OR 14' HOW STRENGTH CLG. BOARD Ix2 FIRE -STOP 1t-4.1 INSUL. l,, } w w 3/4' T 8 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE Q VAT11IFELE1 R V TON 5/6' GYPSUM BOARD OR 1/2' HIGN STRENGTH CLG.BOARD R-4J NSUL. Ix2 P.T. PURRING 6TRIP6 • 24' O.G. 6' CMU 1/2' GYP. WL. BD. WOOD BASE a 4 . 'a. 4: n W/ WINDOW OPENING WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE, 3/4,0-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774,E078 FAX: 407-7744078 www.abdosWngro'up.com #: 0009325 stnmxv. a IrOTt SILVERA'0 LOT #11 BLK. # 12 1p1toJm'1'#► 04128.002-11121 monzm 4EHB "2605- HAYDEN" GARAOX :CGS LEFT PAUD& DETAILS 150 MPH EXP. B A. N Dnnrr Aii/15/18 NICAIM 1/4'=1'-O" stl�ar D2 TO ELK 4V r2))PX6' A-EOL76 4' 1F16EDMINT MN. iR AND NUT 6PACE0 EVENLY PROM FLOOR TO E:l�m�■�mmm�Ll�■w 81I v V Ills 2X62X6 d dr1RA66 DOOR FUCK uV (0) ® UJ'X6' A-801.76 4' EMlEDMOJr MN IW 7W0 * W SHIN AND MR MACM EVENLY FROM FLOOR TO OARAOE DOOR NOR N JONT6 PRIOR TO FLLIN6. 1-2X6 Pr BLOCK • CPJHTER OP ® DOOR HEAMR WKU)1'X6' J-BOLT' ANDI NUT. ® 1— 1® M~ACrAgfi y MTALLATI N MTP=TION6 W4EIiE =44 INSTRICTkNO AM MOM 6TRNQ00 GARAGE DOOR 1 BUCK ATTACHMENT o .r CrTJ TaLY 70 I'X4' OR 1' P.T. NAILER bc4 P.T. OR V4 X4' MIN. SECURE TH4lU FRAME 4 EXTEND I Y; INTO BLOCK W/ %' TAPCON6 MIN. SHANK SIZE .143 MMIN. HEAD 61ZE 300 N. EMBEDMENT 1 Y: WITHIN 6' OF EACH END 4 10' O.C. MAX SPACING \`DOOR CASING `DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURE6 DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ya') DOOR JAYS TO BLACK +3/4 OR +5/4 A w TO +3/ OR +5/4- \Z:/DCALE, RTA. 2X4, m SECURE TO BLOCK W/ V TAPCONS OR (MIN. SHANK SIZE .145 MIN, HEAD SIZE 300 MIN. EMBEDMENT 1 V) WITHIN W OF EACH END 4 IS' OG. MAX SPACING. 2X6,ms SECURE TO BLOCK W/2-%- TAPCONS(MIN. SWANK SIZE J4S MIN. MEAD SIZE 300 MIN EMBEDMENT I V) WITHIN 8' OF EACH END 4 8, CMU 18' O.C. MAX SPACING. 15' DRYWALL 2X&, ❑ I'X4' OR I'X2' P.T. NAILER SECURE TO BLOM W/2_%. OOR CASING TAPCONS (MIN. SWANK SIZE .W5 rzTA04 MIN. HEAD SIZE JIM OR JAMBR OWINDOW MIN. EMBEDMENT I Y4') TO 2X PER WITHIN 6' OF EACH END 4 MANUFACTURES DETAILS. IB' OC. MAX SPACING. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y; ) DOOR JAMB TO BLOCK +1-,r1 - '2 CK +-,, 2X4m SECURE TO BLOCK w/ TAPCONS MIN, SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 0419 WITHIN 8' OF EACH END 4NOT £= STRUCTURAL 2X I6' Or- MAX -PAGING MUST BE ON OUTSIDE 4 2X6m SEA�STO BON LOCK W/2-%' NON-STRUCTURAL yV AL SHANK SIZE AS, TAPCON MIN1 T MIN, MEAD 61ZE 300cm EMBEDMENT INTO BLOCK MIN. EMBEDMENT I Y;) IUTWIN 8' OF EACH END 4 DRYWALL 16' O.C. MAX SPACING. D 'X4' OR 1'X2' P.T. NAILER 2X8,® SEGO BLOCK W/2-%, ;Al HTO�IXO (MIN. SHANK 61ZEA0 ORMIN. HEAD SIZE 300pRMP MIR EMBEDMENT 1Y;) ACH PE U11TWN 8' OF EACH END 4 MANUFACTURES DETAILS, I6' O.C. MAX 6PACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )14') DOOR JAMB TO BUICK +1-15 1¢' irl lI1ND0I TO HIOCK +1-IS/ 8 ALE, KTA. 2X4,m SECURE TO BLOCK W/ 11(r' TAPCON6 (MIN. SWANK 61ZE 145 MN. HEAD 61ZE -I" MN. EMBEDMENTIY4,) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 16' OC. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m 6EC IRED THROUGH SECURE TO BLOCK U 7-%, NON-STRUCTURAL I){r' TAPCONS TAPCON MIN. I-Y; (MIN. SHANK SIZE J49 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y;) 6. GMu WITHIN 8' OF EACH END 4 �• DRYWALL 18' O.C. MAX 6PACNG. 2X8m ❑ I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W!J-i(a' OOR CA-INCs TAPO" (DOOR MIN. SHRANK SIZE .145 N. HEAD SIZE 300 JAMB OR WINDOW MN. EMBEDMENT I V)--ATTACH TO 2X PER WITHIN 8' OF EAC4 END 4 MANUFACTURE6 DETAILS. IBM O.C. MAX SPACING. NOTE, 8141M A6 NEEDED TO PLUMB JAMIS (DO NOT EXCEED Y; ) DOOR JAMB TO BLOCK +2 1�4' in1 •AJD0W TO BLOCK +2 1!4' U COAL , KTA 2X4m SECURE TO BLOCK W/ V TAPGON6 (MIN. SWANK 61ZE 345 MIN. HEAD SIZE 300 MIN, EMBEDMENT I Y4') WITHIN 8' OF EACH END NOTE, STRUCTURAL 2X 18'CZ. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH BLOCK UV2-V .NO?l-STRUCTURAL V TSAPCONB TAPCON MN. t Yi (MIN. SHANK SIZE J46 EMBEDMENT INTO BLOCK MN. WEAD SIZE 300 . C U MN. EMBEDMENT I Y4') ' DRYWALL WITHIN 8' OF EACH END 4 'X4' OR t'X2' P.T. NAILER 18' O.C. MAX 6PACNG. D 2X6m SE� PTO BLOCK Un-%- DOOR C SM (MIN. SWANK SIZE J46 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) R DOOJAMB OR WINDOW WITHIN B' OF EACH END 4 ATTACH TO 2X PER IS- Or_ MAX 6PACNG. MANUFACTUIE6 DETAILS. HORS OM Y WaOaD TO RV*.Wft = Wg, CCM&) DOOR JAMB TO BLOCK +3' E SCALE, ILTA. 2x4m SECURE TO BLOCK UY IU(a' TAPCON6 (MIN. SHANK SIZE J45 MIN. HEAD 612E 300 MIN. EMBEDMENT I A ) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X W Or- MAX 6PAGNG MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-%* NON-67PWTURAL TAPCONS(MN. 814ANK 61ZE TAPCON MIN. I-Y4' J45 EMBEDMENT INTO BLOCK MN. WEAD SIZE 300 MIN. EMBEDMENT t Yi) WITWN S' OF EACH END 4 8• CMII IBM OZ. MAX SPACING. x, DRYWALL 2XB,mo El PX4' OR I'X2' P.T. NAILER SECURE TO BLOCK UU(2-%' 2NDX SECURE TO TAPCOIVS(MN BWAIJC 612E 671tlCTURAL MEMBER rte2i2d .µ8 WITHIN 8'OF EACH MIN. HEAD SIZE 300 D 4 6' TO 8' O.C. MAX MIN. EMBEDMENT 1 Ai) OOR CASING WITHIN 6' OF EACH END 4 DOOR JAMB OR WINDOW 10' Or- MAX SPACING. TTACa TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED Yl) DOOR JAMB TO BLOCK +3' F3F TO BLOCK +3" 2X4m SECURE TO BLOCK WA TAPGONS(MIN. SHANK SIZE 145 MN. HEAD SIZE 300 MIN. EMBEDMENT I Y;) NOTE, STRUCTURAL 2X WITHIN 8' OF EACH END 4 "AT BE ON OUTSIDE 4 18' Or- MAX SPACING. SECURED THROUCsH 2X6m NON-STRUCTURAL Yo' SECURE TO BLOCK WA-114' TAPCON MIN. 1-Y; TAPCON�MN -HANK SIZE EMBEOMENT INTO BLOCK. 145 MIN. HEAD SIZE 300 MIN. E°MBEDT'ffNT I Y;)DRYIWALLWITHIN 8' OF EACH END 4 P,',PX 10' O.C. MAX SPACING. 4' OR I'X2' P.T. NAILER 2X8m ❑ SECURE TO BLOCK UYI-V4' %' OA$. X 4' MIN. TAPCONS (MIN 6HMK SIZE .I45 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WIDOW WITHIN 8. OF EACH END 4 ATTACH TO 2X PER 18' Or- MAX 6PACMG• MANUFACTURES DETAILS. ,aM4 •M N,aaOaD 101{1M J4� IOONO, as,aao Y) DOOR JAMB TO BLOCK +3—T/18' G • +3-7 S' E, N.TA. 2X4m SECURE TO BLOCK W/Y4' TAPCONS MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y;) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X IV OG. MAX BPACNG. MUST BE ON OUTSIDE 4 2Xbm SECURED THROIYsH SECURE TO BLOCK WA-V4-NON-STRUCTURAL TAPCON,IB TAPCON MIN. 1-Y., (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') 8' cm WITHIN d OF EACH END 4 V DRYWALL 16. O.C. MAX SPACING. I'X4' OR 1"' P.T. NAILER 2X64m SECURE TO BLOCK W/1-I/4' X 4' MN. TAPCONS CASING (MIN. SWANK SIZE J45 MIN. HEAD 61ZE 300 rTTACH MIR EMBEDMENT 14) JAMB OR WINDOW WITHIN W OF EACH END t TO 2X PER IBM OG. MAX SPACING. MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +3 3/4' 74 • TO +3 4' /I 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdoeWigroup.com AA M: 0003325 jV 1A 0 SILVERADO LOT #11 BLK. #12 PLRGJ!wTlp 04128.002-11121 AwD■u 4EHB "2605-HAYDEN" GA36AGN 8V7NCk LEFT PAGM DETAILS %150 MPH EXP. B DATA 11/15/18 MAUL-1/4'=1'-0" ■immmT D3 PRODUCT APPROVAL LISTING - - - - 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 FL 17232.4 FL 17232.3 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17248.1 FL 62233 FL 17325.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2018 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 FL 1S264.1 PLYGEM WINDOWS MULLIONS 2017 FBCR 7/31/2019 FL 14253.1 PLYGEM FIXED GLASS - 2017 FBCR 7/31/2019 FL 15217.14 MI WINDOWS & DOORS SINGLE HUNG - 2017 FBCR 6/16/2020 FL 18240.2 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR IV31/2029 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 1S279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2018 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2018 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 JAMB HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR W31/2018 FL 7006.4 I(O SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 1S8.1 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 LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM L@ W W W.FLORIDABUILDING.ORG CONTROL DATE: 10/04/2018 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407.7744078 wwwAbdesWAgroup.eom L AA B: 0003325 A anon. oxy=xv. a LOT. SILVERADO LOT #11 BLK. #12 PAOJMCT#f 42.0-1 1 moa 4EHB "2605-HAYDEN" OARAGM Mrna s LEFT PAOM PRODUCT APPROVAL LISTING 150 MPH EXP. B r11/15/1Bft 1/4"=1'-0" D4 Ol nol� ww • t'I. Aan I OI MOLD wwo . n.A s OEAss . rr. c OIKAD 1�.R.A aa�An.rR.e d ® I IGLp NIIYC . PI. A • . elsAn ►l e l IGLD 1•1.6 OAR IR. EOM 14Y a Y 0 RAM 60M YMlt ?low ..AL.ran.cla we on. ® KICKOUT DETAIL 4, I s "MR ma" a&4WDors GOMM, oo.rar eun wauiiar�r 'Ra wva� WOOD SHEATHING OR CMU WRIS LAYER M, STUCCO WRAP (FRAME ONLY) 'J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP I11RB 4 TAPE OVER R per_l LL SCREED J 9'XS' 'L' TYPE CONTINUOUS GALv. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, i ,- INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. LEGEND DRAINAGE PLANE (WRB LAYER 101, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER-.-...- - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO IT .�-'I SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R103.11 / ASTM C-641-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407.774.8078 FAX: 407-774.4078 wwwAbdosWn®roupmm AA 0: 0003326 st La 14 0 WIQ susniv as LOT: SILVERADO LOT ##11 BLK. ##12 PRCJnCT� 04128.002-11121 mGD2iIs 4EHB "2605- HAYDEN" GARAGP 8WING: LEFT PAGM WALL ASSEMBLY DETAILS 150 MPH EXP. B D � 11/15/113 SCALiffk 1/4"=l'-0" ss UT WA1 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - • - • - - BUILDING PAPER) METAL LATH X—X—x—x STUCCO SELF-ADHESIVE FLASHING - - - - - NOTE METAL LATH: LATH TO BE PER SECTION R'103.1.1 / ASTM C-84-1-09, MIN. 2B L55. PER 90. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP t SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP 4 SIDES 0 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROIYaH WALL 1 6' SELF ADNESIVE— FLASHING (INSTALL PER MANUF. SPECS BUILDING PAPER — UNDER 'QUICK FLASH' VENT PENETRATION A SCALE, N.TA. ELEC. METE! VERIFY LO N1iCN� IV ITT VGIVL STUCCO SCRATCH COAT t 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 ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION AY N WRB LAYER STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MMBRAPE ENTERS BOX APPLY TO FAI EDGE APPLY E-Z OVER b® MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC STEP #1 STEP 03 8' WRB LAYER w, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRAN FLASHING E APPLY SELF -ADHERING MEMBRANE FLASHNG OVER BOX AND OVER APPROVED WR8 LAYER M STEP #2 WRB LAYER 'I, STUCCO WRAP APPLY bm MIN SELF -ADHERING GRADE 'D' FELT ® MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP UIRB LAYER 02, FORTIFIBER BUILDING PAPER STEP #4 ELASTOI-ERIC COATNCs OVER STUCCO/ C.v. FINISH (SEE TYPICAL "'Al I SECTION) METAL LATH STEP *5 STEP *l(o OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7744078 FAX: 407-7744078 www.abdes4ftWoup.com AA #:0003325 b 0 E a I aeRADO #11 #12 # 02-11121 HB HAYDEN" sward LEFT PAGM WALL ASSEMBLY DETAILS 150 MPH EXP. B LEGEND DRAINAGE PLANE (WRB LAYER "1, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO I %: . w- ': :',, i ", -1 SELF-ADHESIVE FLASHING - - - - - k 2 1/2" k CORNER BEAD (FASTENER 4 SPACING a "I' O.CJ CMu V THICK 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY � R�CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BWD. LONGWOOD, FL 32750 PH: 407.7748078 FAX: 407-774.4078 www.abdoeWiWoup.com AA #: 0003325 h 0 -3 aysniv. as LOT: SILVERADO LOT #11 BLK. #12 PROAWT* 04128.002-11121 moaal 4EHB "2605- HAYDEN" GARAOX BlrZNC : LEFT PAdIC: WALL ASSEMBLY DETAILS 150 MPH EXP. B DJUNT A 11/15/18 WCAIM 1/4"=V-0" sIEmw WA3 .' ODN&TacTION BEYOND IIIOOD WEATNNI& LLIATWEft BARRIER Pld"TNS \ DAVAIR 422I&BTNE / 41 \ XKRIVBAL NDN6 _ I 1LA&NW& RAW i \ U I�E6MTIN! MAJORM &TARTER&TRIP / \� \\ PItM W**TM! FLAWM 6ALVV FETAL dn4Lv'D METAL R.A&Nm '2' FLAW&G an �} TRyM hlF!!Eit ` \ � •{ � AGM GAP MMAULKM / OR APPMOVID SEALANT wlasm\` i^ SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-CS, MIN. 2B LBS. PER SO. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER *2 (FORTIRBER — - — — - — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407.774.e078 FAX: 407-7744078 wwwabdesWWoup.com AA 0: 0003925 �emm; a w i O x st7nD:v ae Loan SILV ERA LOT #11 BLK. #12 PROJWT* 4 8. 2- 121 wOD�Is 4EHB "2605- HAYDEN" GARAGM NIFIXOS LEFT PAO& WALL ASSEMBLY DETAILS 150 MPH EXP. B rDA 11/15/18 ecALms 1/4"=l'-0" Ptnrr s�mT WA4 I I I I 1 - 2x6 SUB-BANb % W/I'x4' NOTCH as END, WRAPPED IN PEEL t STICK I° DRIP EDGE I` 1/8' TEXTURED I FINISH a WOOD I i/8 1/2' TEXTURED y FINISH ® CMU i �\ METAL FASCIA WRAP Yal FROM STUCCO, I' FROM WOOD WALL EXTERIOR WALL �\ (FRAME OR CMU) ` \— NOTE: NOTCH FOR 2X6 \� SUB BAND ONLY ®ELEVATION 1/8' TEXTURED FINISH • WOOD, U2' TEXTURED . FWISFI • cm x ' ' METAL LATH x x x x x x x x METAL FASCIA WRAP WOW "ATHWG x x x x x x i' UM LAYER h, x x x x x x I, STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x — WRB LAYER 4, FORTIFIBERN x x x x x x x x x x x x x YR x x x x x x x x x x x x x I FRAME OR CMU 2X1 SUB RAND ROJFWG CEMENT x x x x x x x x x x x x x x x x x x x x x � -. F£Lt PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE SAL KICK OUT x x x x x x x x x x x x x (REFERENCE POINT ONLY FOR WALL OFF x SET OF COMPONENTS) —ROOF KICK OUT REMOVED FOR CLARITY TROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) Il/8' TEXTURED FINISH • / WOOD, 1/2' TEXTURED FINISH s CMU ' 2x6 SUB -BAND W/I'x4' NOTCH A ' END, WRAPPED IN PEEL t STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL SUB BAND DETAIL ® WALL 3• x x x x x x x x x x x x x x x x x x x x PRE-ENG'D TRUSS TO BE CUT 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 x x x x WALL LINE t0 AVOID CONTACT x x x x x x x x x x x W/TEXTURED FINISH x x x x x x x x x x 2'x4'x4'-fd' x x x x x x x x x x SCABBED TO TRUSS x x x x x x x x lo W/12d NAILS V-S' x x x x x O.G. MAX. x 2x SUB -BAND WA'x4' NOTCH END METAL FASCIA WRAP ®PLAN DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL® WALL Wf KICK -OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL t STICK •ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY 4ME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Il 'x4' NOTCH • END, WRAPPED IN PEEL t STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONOWOOD, FL 32750 PH:407-774-6079 fAX: 407-774.4078 www.abdesWngroup.com AA M: 0003325 L4 8 IQ stneDIV. It iATs SILVERADO LOT #11 BLK. #12 PIloJ=T* 04128,002-11121 moasrA 4EHB "2605- HAYDEN" GARAGM swniCx LEFT PAOIO: WALL ASSEMBLY DETAILS: SUB -BAND %150 MPH EXP. B b I I 4" CONC. R° eo 3 I SLAB (--4 --- ---1— —FM-18x18 ---------, 2'-8" 15'4" i I� LL OF SLAB m �I LL 20'-r n t. CW-,2x12 b F-2 x24 ii Lp b ~ ~"4"F — — — g N' VC CHASE PTOFLOOR (FIELD VERIFY EXACT LOCATION) 8' a IIw ul ' 4 y x O cN ' ,. TOP OF SLAB I p I It, I #3 TRANSFER STEEL y U � 24" O.C. MAX �.�ly0�l-O" FIN. ELEV-O" FIN. ELEV. Y FIN. CONIC. SLABCONIC. SLAB r I ILL I ml m �I a • 2'-10" 181-0" 2'-10" .1 LL TD — _—FM_18)18 J 4 4I I i.1 O LLI 0" 7 9 8" L— FM-t8x18 J IS ax'o — — — — — LL FOUNDATION PLAN SCALE: 1/4" = 1'-0" FOUNDATION NOTES I. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +44'. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE, 4. REFERENCE ELEVATION +-0'-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. S. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOVWDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.ONDICATED #5 BAR, ENDICATES #8 BAR, ODICATES #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,OOWSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN, ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, USING: Fm 1,500 PSI, TYPE "M- OR'S' MORTAR, ASTM C476 GROUT MM PS1), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER J OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWII SIZE. INSPECTOR NOTE: 1, STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, Slh EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 616 WI.4-1.4 OVER GENERAL 3 1/l' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARB SAME SIZE QUANTITY AS BARS IN FOUNDATION. WITH 3O' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-1208 17 CONTINUOUS - 18' (2)#5S FM-16xl8 loll CONTINUOUS is" - (2)#55 FM-20X18 20" CONTINUOUS IS" - (2)#6s +O^{p FMC-16x18 IV, CONTINUOUS toll - (2)#6's - VARIES CW-12112 17, SEE PLAN 17, - (2)#5's +O•-0" CVVC-12c12 12' SEE PLAN IT - (2)#5's - VARIES F-24x24 24" 24" IT 12)#5's (2)#5's TE-1 It" SEE PLAN 8" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407.7744078 www.abdeskgngroup.com L AA #: 0003325 anmr at raniv a x "ft SILVERADO LOT #11 BLK. # 12 [pnoim" 04 28. —1 1 1 moon It 4EHB "2605— HAYDEN" GARACim 81FINC H LEFT PAO& FOUNDATION PLAN 150 MPH EXP. B 30" MIN. EACH WAY e MONOLITHIC FOOTING t Z STEEL REINFORCING IN GROUTED 2_ STEEL REINFORCING IN GROUTED • CELL SEE PLAN FOR SIZE AND G 4>�•• CELL SEE PLAN FOR SRE AND . v .•w, _ SPACING REQUIREMENTS O SPACINGREQUIREMENTS :. '�--•--..' ,r•- GARAGE DOOR WU W . Jvs 1.� RECESS m J a Q N �FM_" •� W fa/1 B" CMU WALL O S" CMU WALL , J CORNER BARS, SAME SIZE AS SAR IV' y W B• O 1 I� IN FOUNDATION WITH 3a' LEG EACH W = O WAY AT ALL CHANGES IN DIRECTIONS y N TOP OF SLAB TOP OF SLAB I .. • I • SO THAT THE STEEL REINF. IS CONTINUOUS I)" MATCH AMOUNT OF CONTINUOUS BARB �I." ?k- CURB FOR f • ,*~ • • a EXT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4" CHAMFER(ISTORY) 1S' .a IJ . �" \ (-1\/ARIES•I : I/ - �" SEE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH q° CHAMFER (1STORY) �'"v. + , .I" CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE '' /r 7;p, MASONRY UNITS SET AT ELEV: W/ 1/2" ISOLATION JOINT (NMERE • a f. ..� 6" CHAMFER 2-STORY) ( #4 24' W/ 1/2" ISOLATION 8" CHAMFER (2SiORY) .. 0'-a' APPLICABLE) z SEE SCHEDULE #8 30° JOINT (AHERE EE SCHEDULE APPLICABLE) Z 4. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING 2 FOR WxD, BAR SIZE 88 3T FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO #7 47' v EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 scnLE 34'=r-a' 2 scALE:a4'=r-a' CORNER BARS DETAIL DOOR OPENING @ GARAGE 3 4 SCALE: 3/4"=1'-0" SCALE: 3/4'=1'-a' LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" C/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE Lit I PLANS FOR SPACING. SINGLE NEW REINF. BAR BTM. PLATE TO BE PT. Qo SECURED W/2-PART PROVIDE DBL. 70P PLATE SECURE BT. PLATE TO 2" CAPPED ''�� EPDXY. MIN. EMBED s SLAB W/10d MASONRY GALVANIZED PIPE j Q e"• LIND NAIL 16" O/C STAGGERED. W/FLANGE 0 BASE ¢ FOLLOW ALL MANE S SPECIFICATIONS FOR m U6E AND 4 H PREPARATION OF w " e HOLE 09 Ill w ¢ SEE SLAB SCHEDULE SECURE FLANGE TO W/(4)1/4"X21/4" ESLAB TAPCONS °1 • �O TOP OF SLAB 4" CHAMFER (1STORY) �= • ._4 s—,_a . 6" CHAMFER (2STORY) EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL BOLLARD MONOLITHIC FOUNDATION o scALE:34"=r-a' (NO UPLIFT) 6 B/4°=1'-a' SCALE: 3/4"=1'-a' SCALE: LAP TOP PLATE A MIN, OF 4B" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4"O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE F7. SECURE ST. PLATE TO PROVIDE DBL. TOP PLATE SLAB WH Od MASONRY NAIL 16" O/C STAGGERED. POURED LINTEL CONT. (TYP.) re;� S" CMU FILLED CELL(TYP.) SEE SLAB SCHEDULE 2X WALL FRAMING N .' 1/2" DIA. USP 72506D BOLTS S' TOP OF SLAB 'a • MINIMUM EMBEDMENT INTO •e GROUTED CELL, 4" FROM ENDS AND 16' O.C. VERTICALLY MAX . SEE SCHEDULE FOR WxD, BAR SIZE IF 5f AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRG WALL TO (NO UPLIFT) BLOCK WALL CONNECTION 11 SCALE: 3/4"=l'-a' d N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-7744078 www.abdoeWigroup.com AA #: 0003325 , avnDiv ae i oan SILVERADO LOT #11 BLK° #12 04128.002-11121 b0Dmd 4EHB "2605- HAYDEN" GAMrws NTMM LEFT PAGE: DETAILS 150 MPH EXP. B DA 11/15/18 OCALIM 1/4-=1'-0" P3'�T S1.1A FIRST FLOOR DOWEL PLAN SCALE: 1/4' - P-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesW*roup.eom L AA 0: 0003325 evsD:v ae IATs SILVERADO LOT #11 BLK. #12 V'Roa m" 04128,002-11121 MODIMA 4EHB "2605— HAYDEN" OARAOae EVIINM LEFT PAOaa FIRST FLOOR DOWEL PLAN 150 MPH EXP. B n TIE VERTICAL REBAR 4 TO HORIZONTAL REBAR W! 10" HOOK Z GROUTED BOND BEAM VARIES PER17 iv ELEV. z d lV 5 I a p CLEAN OUT REQUIRED FOR INSPECTION FIN. FLR. TIE ERTICALREBAR TO HORIZONTAL REBAR Wl, Cr HOOK BAR SIZE 148 BAR DIA Z #3 ,8" #4 24" O M U #5 30" #5 35 #7 41 HORIZONTAUVERTICAL REINFORCING SCALE: 3/4"=,'-O" OFFSET METHOD CONTINUOUS BAR SIZE 4S BAR DIA METHOD #4 24 HORIZONTAL/VERTICAL #5 30 G) REINFORCING; � SCALE: 3/4"=i'-0" #5 BARS o61 1, 8, " CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS Qummiv. a Lore SILVERADO LOT #11 BLK. # 12 FROJWTM 04128.002-11121 WoDzu 4EHB "2605- HAYDEN" aAAAaM SwIIdas LEFT ]PAGIM DETAILS L150 MPH EXP. JB &A A N nw11/15/18 BCALM 1/4"=1'-0" slEc" St. FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 VW (9)10d x 110 HDG NAILS. SMALL JACKS < 9' MAY BE NAILED W7 (10)d x 1 12" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 12" HDG NALS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 12" HDG NAILS, FILLALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN N STRUCTURAL PLANS. S. BOTTOM OF LNTELS 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 WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S38, .177" ° x 2 7/8" LONG, WITH WASHER Q 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-0', FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DESL,RI n� REMARK O (2)2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O. L. - BOTTOM OF LINTEL / T.O.A.= TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.ES. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (Pal) I REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING 881 MASONRY 3000 8x18 (1)i5 (1)Al5 N/A GROUTED SOLID $82 MASONRY 3000 8x8 (1)%5 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8' PRECAST & PRESTRESSED LLUNTELS SAFE LATERAL LOADS 8" PRECAST & PRESTRESSED FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4MI``BIIm SAFE LOAD - POUNDS PER LINEAR FOOT `IIeP448IS SA PIF AD �/1eI`o— SAFE LOAD •POUNDS PER LINEAR FOOT TYPE LENGTH we Wma r%n No ee � 'm IT•mm Imoaae TYPE LENGTH RCMIJ TYPE LENGTH W04T lowr *WT *`IW Wra NUM ulna ~T raw ~ lrma WWIT Welt 8{e "m Weil um41 IIrl01s ~0 lrbe Wem • c+7) rmICABT 2281 mr m,. .1e rot .r Sim ,mn ae• (4T) PRECAST 1026 to24 ,e9N Y4r l42'1 PRECUT mr 4m w glm 7m, s 4m glm — m4 Net 11m ell 4m ® glm Tr, 4W (4r) PRECAST t9L6 7r, am lrn 400 rM Ins star {,-0• (4r) PRECAST 7N6 763 13N c4r (4r• PRRG T 70r eN 49M M mn i m 4m glm mW l04 fmr tmm lnr Sim 4m m Res 4'd /T4'► PRECAST 1d9 ,m me s1 w ae Site fm, ' �) R'RECA6T e92 tlw to73 4V• RKiBCABT foW Sim *4 4H1 ms gle 4210 glm AIR eR lost /,m mW an 400 4711 ee PMlGBT1217 1st 1m lim 2rl slm llr 4m 4.4• R4'1 PRE,cAN'T 41, N7 7{6 e4• c�9 PREDAsr mm lml mm mgl /®B4'lB4'i I= mm m to" mr Sim mr lrf 4em (IO.) PREC/18T 10625-17 11m 1173 1sgl 2mo ee lam wo (/0') PRECAST 340 8IS $16 F4V (m9 PRECAST = aw mm 4tm6.1P 7m sm glm mm 4m S4' fTN'1 PRECUT 9tM m Rill smfm rm ow (In PRECAST 607 721 490 e'4r t76') PRECAST sm sm Sir men lm m ,rT I 1m ml sm I am I vu 7'•6' W0'1 PRECAST 7p ,OH I- 2m Tina rM 1N1 mm Till lr0') PRECAST H4 lr74 8p T3' (9D1 PRl�ABT 7R 3w 1Ml TM Sill Sir ow ltW m Im fm >m a0 mu me V4• , PRECAST l 12.1 6M sr I- tm sm o"o an me S4• (119') PRECAST 320 672 23D 94' (112� PRECAST m tm 11 ,r 21W mr ,m le4 all Sip et m tm "a , 20 Solo 10M' (126y PRECAST 4R6 m m 1mr Sir — — mr 10'!' q29') PRECAST 264 {01 160 1047' (12N') PRECUT m Sim IN , e11 m 1m fm lam ms1 m m 1110 14,2 sm 2nw me 1,4' (,31') PRECAST 8NY m K mn fm M VW 4ms 114• (13N') PRECAST RID 462 1lM 11'-{' (139') PRECAST 4m sm m 1er 1gl Tel Im M[ tlr /lll 2W w 4m 4" off qe tm igloo 21u ,I,P (t41') PRECAST m m 1rl fm s1r elm lm ,2W (144� PRECAST 814 {09 IV17-0r (14N) PRECUT 4m m Im m 11 1 1M m m "H ism 2"/ mlmo 4m m m ,w lash. an - 184• OW)i°T I" 715 imo us IRS mr m IXW (199') PRECAST 217 324 110 18'4• (189') U mew 4r m e7 NO Wood 1 im 4m 7e /m wm fm mm = 40 1 416 m tie mf 1r7 I" (1NlY) PRECAST Zry 4m IN I= Mmm 14W (1461 PRECAST no 290 100 /4W" (16N� PRECAST m le m 7L m I= 44 70 1m lm 1mT 2w 2mn Oro 4m 7f7 toe , t 14,8' (178') PMNIt NR M! Mt a III M a WW (17S•) PRESTINSI D NA 204 In14'd (/7N') PREFIRC� m gl1 m m m m m Row m limaild m Imiss l,gl ,7m 4r 7e am m" ell JIM ,6'4• nM PMMMBB® NA Mt Mt MR IR M 1R I" (tN4•) PRENTRF81® NA m as 1" (181') PRIG ml m m m m Sir o m m gl, _jomm ae 412 7m 1m f m sm soma 1T4• PM IMRF8iRE8® NR Mt M, Im IR MR Mt list 17V• (2969 PMSIRENI® NA 1W 84 174. an PRE RIPm fr la 40o m Igl 70 m lamosid m url m tom m sr m IRS ma, mr mn 1Y4• MnPRE9711 m NA Nt a mt Mt MI MI IR I" Mn PRES ISM NA 148 62 194 ('i32') P1 fo! "1 m m m 4e M m 047 rf sA 1 7p ,m7 m 40 m ,rr 1m WIN /7m 214' (2B1') PRE6iREBED NA M Mt N4 M RR M IR 21W On r NA 125 42 21'4' p66') PMWRE68FD 1r 744 2m m lW lts m 4m moss]m 7gl m m ,m m 30 m m „a fm 1m 9210' (76r) PRHIRB71� NR. M Nit M W Is! 22W No) PRE 79011 a NA ITS 40 �' am P ,W W 1S m ms m m m 4m m m m m m to tn/ m 7e ,nw 1: ,ms 2&W Wn PM671 NA "" 111 M M '4{IO' W PRESTO N.R 81 88 24%W On P tm m4 to 7m >A m lm m Ir m 4m m W. we ,r m 4m m m Nr lam (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED REBAR (0) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 ARE FIELD ADDED PERCENT REBAR. ALL VALUES TAIMN FROM WA LOAD TABLES' BY CASTCRETE MAY 2916 EDITION • PRECAST PRODUCTS BY OTHERS TO MEET OR EWCENDVALUES STATED ABOVE ALL PRECAST PRODUCTS ARE 70 BE INSTALLED PER MRMIFACTUIWSPECFICATIONB -PROVIDE MWASS1 P OF BLVOI0 PANT EACH 810E OF WIDOW OPE76J9 PRODUCT CONTROL NOTICE OF ACCEPTANCE F. E.C. P. CORPORATIONCASTECRETE DIVISION ACCEPTANCE #: 18-0126.03 FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" -1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 wwwabdesW*mup.com AA #: 0003325 ANNIE sysa:v a/ LOP SILVERADO LOT #11 BLK. #12 PItOJ�CTp 04128. -1 12 1wz"m "2605- HAYDEN" GARAGM NIFEW02 LEFT PAGIM FIRST FLOOR LIFT BEAM PLAN AND NOTES 150 MPH EXP. B E11/15/18 =CAI ia:1/4"=r—O" Baum T s2 #5 CORNER BAR W/ 30^ LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ ia' HOOK #5 BAR IN BOND BEAM CORNER 1 REINFORCING OF BOND BEAM OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM SINGLE BOND BEAM AT HIGHER ELEVATION SINGLE BOND BEAM AT LOWER ELEVATION #5 BAR BENT AS SHOWN 7a, 1is 4 #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' a' V� taG��Ok V� IT IS THIS ENGINEER'S INTENT THAT XFXX - 1T/1 M/08 INDICATES A DOUBLE BOND BEAM AND XFXX - 1T/OM/08 INDICATES A SINGLE BOND BEAM WINDOW PRE-CAST.3 tA#' a WINDOW SILL SLOPE PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. i A 00 p NOTES TO THE INSPECTOR/CONTRACTOR 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) 05 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED 80 THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 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. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. f� F = FILLED W/GROUT U = UNFILLED OMIHAL # OF #5'S, IN 2ND BOND ADTH BEAM COURSE -16-1T/11 /c B NOMINAL HEIGHT # OF #5'8, TOP BOND BEAM COURSE # OF #5'8 , BOTTOM PLACED IN LINTEL TYPICAL MASONRY WINDOW 4 SILL CONSTRUCTION SCALE: 1 SINGLE #5 CORNER 1 BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL j BOND. BEAM PRO RATOVEACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM BOND BE BOND BEAM 1#5 TYP. SNIO' tp BOND BEAM 806 DEL BOND P F BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8.8 BOND BEAM W/ (1) 06 BAR .y�; BOND BEAM GROUT SOLID FROM T LINTEL TO TOP OF BOND OF OPENING BEAM 8x8 PRE -CAST CONCRETE LENGTH O(F a RA �W1D H of MASONRY OPENING-7 OR BEAM DESIGNATION 8x8 PRE -CAST CONCRETE LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS b T P WOODSECB011 FAM11011 PAC818 d. -7' MIN, 2 t' MAX e. = 2"MIN, #" MAX mad & =1 �' MIN, 2 �' MAX _ - MIN, 2 /e" MAX d. =7' MIN, 2 f' MAX 0.=2} MIN,B"MAX Wm & =1 �' MIN, 2 t' MAX ed = }" MIN, 2 �' MAX d.=7'MIN, 2}"MAX 0. = 2 t' MIN, 8" MAX mw &=7 }"MIN, 2 eMAX e.=}'MIN,2�'MAX 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS NOTE: ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 �' OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE. d. = END DISTANCE & = SPACING BETWEEN ADJACENT FASTENERS IN A ROW a = SPACING BETWEEN ROWS OF FASTENERS ea = EDGE DISTANCE $ DOUBLE STUD W/ 10d NAIL ATTACHMENT SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdaslgngroup.com L AA M: 0003325 . ANNE W W 0 SILVERADO LOT #11 BLK. # 12 P1WJ�CT/ 04128.002-11121 l zmx.t 4EHB "2605- HAYDEN" owPnas 81FM t LEFT PQIO& DETAILS 150 MPH EXP. B Dw� il/1S/18 8C,% � 1/4"=1'-0" Elmo= %s2.1 L FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 VW (9)10d x 1 iR" HDG NAILS. SMALL JACKS <9' MAY BE NAILED WW (10)d x 1 1Q" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) lGd x 1 1/2' HDG NAILS, WOOD TO WOOD: USP RT18A OR LUGT2 W/ 1Od x 1 1/2" HDG NAILS, FILLALL 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 VVITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS, 8. 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 REVIEW AND 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 PSS38, .177" ° x 2 7/8" LONG, WITH WASHER Q 18" 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-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRWS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2.500 LBS SHALL BE FABRICATED W/ A 2x8 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 STEEL COLUMN. MAINTAIN AT LEAST S" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK M a 81ESIMPTION PLATE OR REMARK D ,,,M R@INFORC@MENT VYD-1 4X8 (3 XN5Y,") SYP. USP HTT4 W/5/8" DIA 5-11A PT., WOOD POST x 5" EXP. BOLT FIRE DRAFTSTOP 314"SUB FLOOR 2X4 NAILER PRE-ENG. FOR DRAFT FUR. TRUSS STOP ELEV. VIE�P PRE-ENG. FLR. JOISTS 3/4" PLYWOOD DRAFTSTOP PRE-ENG. FLR, JOISTS 2X4 NAILER FOR DRAFTSTOP 3/4" PLYWOOD DRAFTSTOP PLAN VIE�P DRAFT STOP DETAILS FIRST FLOOR FRAMING PLAN SCALE: 1/4" - V-0" GIRDER TO CMU WALL WM8P LGM 28-2 VW(4W WEDGE DOLTS AND (4) WS3 WOOD SCREWS TO GIRDER. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdestg kgroup.com L AA 0:0003325 amm aum a. nose SILVERADO LOT #11 BILK #12 PIRO"=T# 04 8.0 -1 12 awDRU 4EHB "2605- HAYDEN" OARAGIM OWD"h LEFT PAGM FIRST FLOOR FRAMING PLAN 150 MPH EXP. B NGINEERED WOOD TRUSSES PLYWOOD SHEATHING, SEE 24" O/C, SUBMIT SHOP "ROOF/WALUFLOOR RAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" PLYWOOD SHEATHING, SEE 2) USP HTA18 TRUSS ANCHOR "ROOF/WALLIFLOOR H (9)10d x l 1/7' NAILS TO SHEATHING RLISS EA. PROVIDE 4"MINIMUM NOTE: FOR (A) WISINGLE FASTENER SCHEDULE" GNCRETE EMBEDMENT. DBL PLY, A PT SYP #2 TX6'X4'-0" A-(1)USP HTA16 TRUSS ANCHOR WITH (9) TRAP, i EACH SIDE WRAPS UP MAY BE ADDED W/ 10d 10d x 1 12" TO TRUSS. FL#17880 NO OVER TRUSS (NOT NAILS, 2 ROWS, 3' O/C TO S-(2) USP HTA16 TRUSS ANCHOR WITH (9) HOWN) FACILITATE 24'LY 106 z 1 1/7' TO TRUSS EA STRAP. FL#17680 SED IN CONJUNCTION WITH CONNECTOR, DBL STRAP, 1 EACH SIDE WRAPS UP AND EAVY UPLIFT CONNECTOR OVER TRUSS (NOT SHOWN) L#17%0 (A) USP LG72 W/ (5) 1/4'XJ" POWERS WEDGE lx2, 2x WOOD FASCIA BOLT& (16) 16 GALV. NAILS TO TRUSS (2PLY) SEE ARCHITECTURAL #FL17240 (NOT SHOWN) x 22x SECURED VW (3)18d (B) USP RFUS STEEL CONNECTOR WITH (4) COMMON NAILS. ENGINEERED WOOD "WEDGEBOLTS AND Ix2 SECURED W/ 10d TRUSSES 024"O/C, 2x WOOD FASCIA (12) (12) WS3 SCREWS. FL#8223 GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SE SEE ARCHITECTURAL 17, O/C FOR REVIEW 2x SECURED W/ (3)16d AND APPROVAL GALV. COMMON NAILS. IF 4 BOLTS ARE USED 1x2 SECUREDWd 10d MASONRY BOND ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS BEAM SOLID, B" EACH WAY OF BOLTS MASONRY BOND BEAM 17, O/C SEE SCHEDULE SEE SCHEDULE A ALLOWABLE UPLIFT = U:3980 LBS, L1785 LBS (2PLY) A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEOGE SOLTS IN RFUS) B ALLOWABLE UPLIFT = U:2430 LBS, L1310LBS (2 STRAPS) TRUSS/ S(SYPICAL SCALE: `""'� TYPICAL ROOF GLYI-RDER CONNECTORS) 2A 2B SAL 3#-, GIRDER CONNECTORS) # 1175 UPLIFT USP HTWM20 W/1010d TO TRUSS AND (4)1/4" x 2 1/4" TAPCONS TO CCNT POURED LINTEL # 1900 UPLIFT (2) USP HTWM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W11010d TO TRUSS AND (4) 1/4" x 2 1/4" TAPCONS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. 7 COVER 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4"=1'-0" (2) 2X4 No-SYP DIAG. 2x4 BLOCKING BETWEEN 3/4" T & G SUBFLCOR GLUED AND BRACE W/ (3) 12d 0 Ilk TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT 20 GAUGE COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING N 1OdAl W/ 10dx1/2 HPG COMMIX) NAILS. SEAMS) 0'-0" TO 30'-0" (1) "X" BRACE (M EACH END TOTAL OF 10 30'4" TO 60'-0 (3)'X- BRACE ECURE 2x8 PT. PLATE (1) "X" BRACE Q CENTER TO BLK W412" DIA FLOOR (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7' GIRDER FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6' PULOOR SEE ARCHITECTURAL MIN. EMBED. AT 37'OC MAX PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8' TRUSS 114 STIFFBACK (AS PER O.C. MAX M BOARD OR 12' HIGH TRUSS ENG) ONT. 2x4 SECURED W/ CLG. BOARD (2) 10d's ® EACH TRUSS SECURE TRUSS TO TOP PLATE w/ (2) TO BE INSTALLED 16d TOENAILS 1 D'-0" O.C. MAX. DOUBLE TOP PLATE 8' A.B. WITH BEDMENT (20) 16d z SEE SCHEDULE FOR 2x4 OR 2x6 WOOD BEARING S TO POST. BEAM REOPLANS WALL W/ SVP No 2 STUDS SEE IRECTYBOND FOR SPACING. SINGLE LIT BTM. PLATE TO BE PT. PROVIDE DBL TOP PLATE PROVIDE BLOCKING 12" GYP. WL. BD, BLOCK WALL W/ GABLE END 0 F PRE-ENG'D TRUSS SCALE: �'4"=''- GIRDER/WOOD POST CONNECTIONS 'a<•. "+ SCALE: 3/4"=1'-0' FLOOR TRUSS CONNECTION L.B.W. 4 BQALE vl B" (NO UPLIFT) OUTER 1/3 OF SPAN ONLY BTM. - PLATE DEPTH 1/4'0 —HOLE EDGE>5W —HOLE DIAMETER 2/5'D SGL. STUD HOLE EDGE -SS' HOLE DIAMETER < 3/5-D DBL. STUD STUD NOTCHING AND BORING LIMITS $ SCALE: 1 117.1'-0' A - USP THDH26 G < 1200 LBS, U < 1280 LBS W/ (1) 3/N" USP WEDGE-BOLT/J-BOLT, 5' MIN. EMBED (20) 1Bd GALV. COMMON NAILS AND (8) 16d VALV. COMMON NAILS. FL#17232 B - USPTHDH26 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4'" USP WEDGE-BOLT/J-BOLT, 5' MIN. EMBED (20) 18d GALV. COMMON NAILS AND (10)18d VALV. COMMON NAILS. FL#17232 C - USP THDH28-2 G < 2400 LBS, U < 2560 LBS W 12) 3M'" USP WEDGE-BOLT/J-BOLT, S. MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10) 16d VALV. COMMON HALE. FL#17232 D - USP THDH28-2 G < 4800 LBS, U < 2650 LBS W/ (4) 3/4'" USP WEDGE43OLT/J43OLT, 5" MIN. EMBED (36) 18d GALV. COMMON NAILS AND (10)18d VALV. COMMON NAILS. FL#17232 E - USP THDH28-3 G < 4800 LBS, U < 2650 LBS WY (4) 3/4- USP WEDGEAOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10)18d VALV. COMMON NAILS. FL#17232 WOOD LEDGER O ATTACHMENT DETAIL SCALE: 3/4'=1'-0" 5'EDGE CENTRAL SPACING SPACING SEE SEE HEDUL SCHEDULE =FRAM SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE 5 12" MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 8' ALLAROUND ear. e 2. END OF FRONT AND REAR LEDGER SHOULD °0 _Z LAP A MIN OF 44'. 1 ALL BOLTS TO HAVE WASHERS Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY oa CLOSER THAN 6' O/C. 5. IN LIEU OF HILTI PAF'S, 1/4" DIA x 3' MASONRY (2) _ PT SCREWS (TAPCONS) MAY BE USED, SAME LEDGER SCHEDULE MARK SIZE BOLTSIZE WEDGESPACNO CEffAVACM A DOUBLE 2x8 1/2, 8" Ole 16, O/C B DOUBLE 21(8 3/4' 8" O/C 24" O/C C DOUBLE 2x10 1171 8" C/C 16' O/C D DOUBLE 2110 3/4' 8" /c O 24" OC E DOUBLE 2110 314" 6" /C 18"O/C F DOUBLE 2x12 3/4" 70. a10 WOOD LEDGER DETAIL SCALE: 3/4"=l'-0' THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TOWAND 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, Ft, 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: as°=r-Ir' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7744078 FAX: 407-774.4078 www.abdesWwgroup.00m AA #: 0003325 J OOR at LOTI SILVERADO LOT #11 BLK" #12 PAOn=T* 04 28. 0 - 11 1 �coa�.L 4EHB "2605- HAYDEN" OA3LAGZ STIZZIM LEFT PAGlh DETAILS 150 MPH EXP..B) !0 A ABOUCHACRA AR NO 907= A (D �T 11/15/18 1 OCALS: 1/4-=1'-0" as�T S3.1A FLOOR DECK 2x8 PT TERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TOO W WALL EACH TRUSS W/ (3)18d COMMON W/ (6) 3116" ° x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING SCALE: 3/4"=1'-0' DBL PT 2x8 BLK'NG BETWEEN TRUSSES W/ 10d 0 3' O.C. 1ST PLY INTO LEDGER AND 10d 0 r O.C. #8 WOOD SCREWS STAGGERED UPPER PLY INTO x 2" LONG C 3" O.C.; Nl BELOW STAGGERED OFF CENTERLINE OFF 2.8; 314" AS SHOWN DBL 2X8 LEDGER I IT e" CMU WALL TO CMU W/ 112" EXP. BOLT NI REINF PER PLAN AT 18" O.C. AND 8" FROM PER ELEVATION END W/ MIN 5-1/P EMBED. FLOOR DEC I'I �/4" IRIPA�T7M 0 r NAILING R ELEVATION =l 2x4 P.T. CEILING 24" MAX PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE NAILER WI FRAMING PLAN) MASONRY NAILS 2' �,G.D. '. REPAIR DETAIL IF X2 FIRE -STOP LEDGER INSTALLED TOO LOW AT TRUSSES PARALLEL TO EXTERIOR WALL 5 SCALE: 3/4"=l'-a' USP LFTA6 W/(18)Sd COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING USP LFTABW (1618d COMM NAII S EACH END FL#17244 FLOOR TRUSS OR J yVPLATESTRAPS W_ 10dx1 GIRDER TRUSS 1/2" HDG NAILS FL#17235 WALL / FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL SCALE: 3/4"=1'-a' PRE-ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS V-U' O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) SECURE 2x8 PT. PLATE TO BLK W/ 1/2" DIA. ANCHOR SOLT W/ 2' WASHER SET IN HIGH STRENGTH EPDXY B' MIN. EMBED. AT 3T' OC MAX SECURE GABLE TO 2.8 P.T. PLATE W/ 12d's 8' O.C. MAX 1/4" DBL PT 2x8 BLK'NG BETWEEN TRUSSES W/ 10d ® 3'O.C. 1ST PLY INTO LEDGER AND 10d (M 3" O.C. #8 WOOD SCREWS x 2" STAGGERED UPPER PLY INTO 2x8 N� LONG Q 3" O.C.; BELOW #8 WOOD SCREWS STAGGERED NI x 2" LONG 0 3" O.C.; AS SHOWN STAGGEREOOFF DBL 2X8 LEDGER CENTERLINE OFF 24; TO CMU W/ 1/2" EXP. BOLT e" CMU WALL 3/4' AS SHOWN 8" CMU WALL AT 18" O.C. AND 8" FROM N� REINF PER PLAN REINF PER PLAN END W/ MIN 5-12" EMBED. LISP A3 EA FLOOR DECK PER E ATI TRUSS PER NAYJJG PATTEdW k/4 .r NNLNO PATTERN 0 ffi� S icS= it ff¢¢jji P ELEVATION L V 1 m=L 24" M PRE-ENGINEERED WOOD PRE-ENGINEERED WOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE 1X2 FIRE -STOP FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) DBL 2X LEDGER FRAMING PLAN) MASONRY NAILS SEE SCHEDULE ®120.C. SECTION DETAIL X2FIRESTOP SECTION DETAIL AT TRUSSES BEARING AT TRUSSES PARALLEL ON EXTERIOR WALL TO EXTERIOR WALL 3 4 scALE: 3,a"=r-0" scnLE: 3l4^=r-a' TRUSS (TYP) 0 24" O.C. MAX FOR STRAPPING VERIFY W/TRUSS PLAN CONC. POURED LINTEL COURSE — CONT. 2x4 SECURED W/ (2) l0d9 0 EACH TRUSS TO BE INSTALLED 0 10!-a' O.C. MAX GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4"=17 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 wwwsbdsslgngroup.dom AA #: 0003325 151 nx sDzv ae LOT: SILVERADO LOT #11 BLK" #12 Plo""Tip 28.002-11121 moDzu 4EHB "2605- HAYDEN" OAV.AGZ NVnNO- LEFT AAOI: DETAILS 150 MPH EXP. B RObW A ABOUCHACRA L AR NO 03723 J DATO il/1S/18 NCAMM 1/4"=V-0" NIEM= S3.1B PRE-ENGINEERED VALLEY TRUSS CC 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com L AA B: 0003325 aysa:v ae x'o'n SILVERADO LOT #11 BLK. #12 1paca QT# 04128,002-11121 awDzu 4EHB "2605- HAYDEN" GARAGM awama LEFT VAG& DETAILS %150 MPH EXP. B E11/15/18: 1/4"=1'-0"3.1C SECOND FLOOR DECK PLAN SCALE: 1/4" = 1'-0" •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosipgroup•com AA M: 0003325 , �anm� xxnmly & IAT: SILVERADO LOT #11 BLK. #12 C rsoj T* 04128.002-11121 U0DZIs 4EHB "2605- HAYDEN" GA2tAGN SWUM LEFT PAGM: SECOND FLOOR DECK PLAN %150 MPH EXP. B oy A. ABOUCHACRA L AR No 93723 J JUNT DP li/15/18 BCAXM: 1/4"=1'-0" mime= S4 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO SE CONCRETE TO WOOD ROOF: USP HTA16 W(g) lad x 1 12" HDG NAILS. SMALL JACKS - 9' MAY BE NAILED W (10)1 x 1 1/2" HOG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILLALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON 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"). S. 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 WTH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO MILL WITH HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER (a 18" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12, ALL ELEVATIONS ARE REFERENCED FROM 0'-0', FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK p� n N REMARK tO (2)2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, RES. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (ff'o SIZZEM REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x1S (1)45 (i)45 N/A GROUTED SOLID BB2 MASONRY 3000 SxB i) 45 N/A GROUTED SOLID SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED Ua-INTELS SAFE LOAD - POUNDS PER LINEAR FOOT TYPE NR ■6A 4PN46 O'M46 4P7440 IR406 4►164e 1ltl06 LENGTH 2tA' (49') PRECAST 2261 4' W (46) PRECAST 19M P8 (64'1 PRECAST +699 04' P4j PRECAST 1217 Ir-W (►0') PRWAST 1052 MV (M PREChB'T ON 74' Pn PRECAST 743 9W (112') PRECAST 654 Iow mn PRmw .47E 11w (13S') PRECAST 362 I" (1449 PRBCMT 297 I" mn PRECAST 2N t a' (16n PRECAST 279 144r (17W) PRESIREBIED NA 1r4' (194') PIIPD7gB61ED NA IT4- PM PR6611 NA 104' Mn PR81111R911819) NJ! 2IW ('6S") PR661REIfED NA 224' PM PRECIRWO NA 244' (2M') PRNIIMM NA ff-'" ©m©©0 0©DO©00 0©m0®0� voor ©w:m 100m©m��7 ©movoov © o m ooK=z 0000m©o �m00©00 000 o©ovoov 000�o m000�ov ©000©©0 DODO©i�'!CL" voovrr,�ov oaoao� o©ovoov 0©©DODO 0000nov ODD©000 v©ovoov 0�00000 ODDOC:�OG7 0000000 ono©raor.� �000�©E ""0®s© ��00�00 774 I m 1410 404 4N 10R Y✓e (X)THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR. ALLVALUM TAKEN FWM'BAPS LOAD TAYF.r SYGI6TCF ETE MAY2016 EDITION • ALL PRECAST PROOUCTBARE TO 66 INSTALLED PER ~ACR1RES SPECIFICATIONS SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS w SAFE LOAD 011111-4— SAFE LOAD - POUNDS PER LINEAR FOOT PLF TYPE r r PL RCMU TYPE E WT 4M4.tt 4P11- T 4P704T 4P441T �atr vs iy" (42') PNECAST 1026 ION 1061 74" (429 PRECAST 4W (4r) PRECAST 715 793 1100 4"4r (49") PR6GST 44" (641 PRECAST 102 691 1073 4'4' P4'1 PRI CAST r4' on pw"w 411 411 745 r-r (6t7 PRECW r--10' (70') PPECAST 340 269 614 S-1C (m PREGW ra' (m PREDAsr 607 721 490 ow (in PRWAW Tor on pwd AST 424 04 262 74• P6'1 PRECAST r4' (112') PRECANT 326 $12 26D 64' (112) PRECAST I" (126') PRECAST 264 401 180 1r"6' (12" PRECAST IIW (13n PRECAST 20D 452 164 11.4' (121') pmmw it9' (144-) PRECAST 244 402 137 174Y (149r) PFMW I" (100") PRECAST 217 =4 110 I" (ion PREDW 144' (106') PRWAST 206 m 100 144' (11W) PRINOW 14W (117r) PRE61ROM NA 2S4 91 1" (IM pRE1TAdarfl ifW (104') WIE111TRIN D NA 20 N ir4' (164') PRWWANW 17w PM PWITIOW NA 194 64 17W mn PRE I" on PIEITmw N.R, 146 69 low mn PR6StRsiiiiiED 214' Wn PRE6(MM NA 126 42 21w on ppanum 3" PM PRE TMM NA 110 40 27'7 On P 24LW On PaSTREssD NA 91 88 w-v on PRSI om (0) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELDADDED REBAR -PRWAXT PRODUCTS SY OI$M TO MSETORD(C® VALUES BTATEDAWA • PROVIDE MIOLIRI C OF 1EARNGRM EAM 810E OF YANDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTECRETE DIVISION ACCEPTANCE N: 1"126.03 U.N.O. PROVIDE BB2 VMERE ROOF TRUSSES BEAR, TOP OF WALL EL 18'4r 1 1 1 1 1 1 1 1 1 1 1 4 1 I ♦♦ ♦♦ ♦♦ 1 1 I GT ♦ ♦ C ♦♦ 1 b ♦ . ♦♦ i 1 40 1 1 ♦♦♦ t= 1 r. r.— — — — � ��r,�18�1 T�0A�U0�— — — —� �1! 1 i ♦♦ } 1 1 1 1 8 1 8F1 - ♦♦ i I 2.1 1 I ------- ---- .------- SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN &.VD. LONGWOOD, FL 3,2750 PH: 407-774.6078 FAX 407-7744078 wwwAbdes4pooup.eom AA 9: 000332E anmr Summm as LOT. SILVERADO LOT #11 BLK. #12 > mE o OM - 1 xoass,4 4EHB "2605- HAYDEN" OARA03 81MENC : LEFT PAGM SECOND FLOOR LIFT BEAM PLAN %150 MPH EXP. B FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 VW (9)10d x 1 10 HDG NAILS. SMALL JACKS < 9' MAY BE NAILED VW (10)d x 1 IQ" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1 Od x 1 1 /2" HDG NAILS, WOOD TO WOOD: USP RT18A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, F91 ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 8. 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 REVIEW AND 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 P8S38, A 77" ° x 2 7/8" LONG, WTH WASHER (o 18" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER/ ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALLBE FABRICATED W/ A 24 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST S" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE SIZE 6 SAM PLATE Cm MARK ION DEOMPTEINFORM R CEENT REMARK WD-1 4X8 (3 )s'k5 ix") SYP. USP HTT4 WFR' DIA 5lS3.1A PT., WOOD POST x 5" EXP. BOLT 2 PLY U'-2040 G: 3064 U'r800 G:2100 1 PLY U:-1050 0211100 ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" 2 PLY U:-20T2 0:3113 2 PLY Ur1600 0:3800 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 _ lK L4 8 svaa:v. a Loan SILVERADO LOT #11 BLK. #12 P1toJI m" 04128.002-11121 XODZU 4EHB "2605- HAYDEN" 0ARAOR aUMCH LEFT PAC& ROOF FRAMING PLAN AND NOTES 150 MPH EXP. B I ROLMO A ABOUWCPA L AR NO GG A D � 11/15/18 .CAx.0 1/4"=1'-0" mmmom 1..,J 6 I') t f a 4 AOOF WIND DESIGN ASSURES ZONE i = 8.97 PSF (19.97) ZONE 2 = 17.98 PSF (27.98) ZONES : 33.53 PSF (43.53) 'A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE:'B" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT �0.18 ROOF DM11411IM M FOR ASPHALT SHINGLE ROOF, USE MIN 7116' O.S.B. OR 112" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 COX EXT. PLYWOOD, WTH Sd RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NULS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE Z14 BLOCKING ALL PANEL JOINTS W IN f OF GABLE END. 1 w ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA SHANK TENSILE STR. SHANK 8d RING SHANK, 212" 0.120" 170,000 RING SCREW SHANK (16-20 RINGS PER INCH) 8d SCREW SHANK 2 1/2' 0. 120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEAIINND USE 1/2" COX OR 7116' O.S.B. PLY WTH Bd 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 MIS" ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL. Sol RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES z W . Y Z Z O J z Z 0 . UD Q2 2 ' N z . TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END RANTER OR TRUSS �_ .-11■_I-I ... ,, mm���' 11 mmm��� 11 mmmm ■mm��M. 1RI11 .. ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR CABLE END FRAMNIO 8d RING SHANK GUN NAILS . �8"O.C. IN FIELD"\ ' TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.SS. TO BE STRUCTURAL GRADE CBd RING SHANK GUN NAILS N 12' O.C. IN FIELD or 8d x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS 170. FIELD J\ TYP. 3/4' T&G SUB -FLOOR DECKING GLUED TOALL EXPOSED MEMBERS STRUCTURAL DRAWINGS 8HALL BE USED IN CONJUNCTION NTH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAW NGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FSCR 2017, em EDITION AG 318.14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, AG 530.13IASCE 5.13 AISI SPECIFICATION FOR THE DESIGN OFCOLDFORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAW NGS 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 SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE4)OWN.S. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHALL ODWORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 31C. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH RMATHER WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFER® 3/4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRAG NG, LEDGERS, BLOCKING, CRIPPLERS,SILLS,ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb= 1100 PSI AND A MODULUS OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRAEUFDER ALL SABMI44RIXMWHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALEDWITHADHESNETAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES OF 0.25 S OF A BORATE AUNT SHAPORM'WORK: L BE DTETTRAHERAL TO RETENTION LOT). TTED SE SHAALL BE TREATIVE STRUCTURAL UCF WOOD FORELS CORROBORATE (DFOR ANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTHACI 347. W DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, SN EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP 112, UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED VVEL.DW WIRE MESH" AT BEARING LOCATIONS W THOUT WOODENTOP PLATES. WELDED W RE MESH SHALL BE ASTM A185, GRADE 85 AND BE PLACED INAOCORDANCE NTH THE ACI WORD TRUSSES TYPICAL DETAILS. MIMMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. W RE MESH FOR SLABS SHALL BE SUPPORTED NTH P CHAIRS SPACED T-O' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE WATIONAL 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 DRAW NGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUR. REBAR SHALL BE ASTM A615 GRADE 80 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN MEETING THE REQUIREMENTS OF ASTM A448, GRADE A, AND SHALL BE HOT-0IPPEDGALVAMZED. ACCORDANCE W THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND DESIGN LOADS: SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI.14, "DESIGN NATIONAL FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPIAMCA BCSI 1" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psF SUBJECT TO ENGINEER'S REVIEW. COMMENTARY AND RECOMMENDATIONS FOR HANDLING INSTALLATION BRACING METAL -PLATE -CONNECTED 20 pcf TOP CHORD �onooncu M 10 pal BTM CHORD non-urrent DEAD LOAD DEAD LOAD 15 paf TOP CHORD 20 pV TOP CHORD (7 pef d ASPHALT SHINGLES) (10 Paf W/ No GYPCRETE) 10 Paf BTM CHORD 5 psf STM CHORD DEAD LOAD TO RESIST W NO UPLIFT: 1 Opsf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED=160 WPN 3-SECOND GUST (ASCE 7.10 (FBC R2017) EXPOSURE B, RISK CATEGORY II) SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL RAWNGS (CON- TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE. CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERW SE SPECIFIED IN VYRITING BY THE ARCHITECT. FOUNDATION SITE PREPARATION: FOOTINGS WERE DESIGNED FORAN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pd,, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIRED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAIUNO 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 THAT 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 VVEIGHT FOR BEAMS, COLUMNS, AND 5- STRUCTURAL TERRACE STAB CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PF40R TO CONCRETE PLACEMENT. CONCRETE SLUMP SHAD. NOT EXCEED 5't/- PPoR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C94 R MEASURING, AXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIMESTAA O 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 MN/TB. IF FOR WIRY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HEW FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR R ANY NON COMPLIANCE WTH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A T FR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH LFOUDATQNS) B FOR CONCRETE EXPOSED TO EARTH AIDORMATHEt 1-11Y' FOR05 AND SOLLEt Y FR #S AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR MA84 WALLS AND JOISTS 1-1/2'FOR BEND AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS TYP. MIN LAPS SHALL BE AS FOLLOWS: 04 BAR - 25" #8 BAR - W' #5 BAR - 30" #7 BAR - 47' PROVIDE 36'x 36' CORNER BARS, BOND BEAM ONLY, UPPED AND TIED TO EACH BEAM REBAR SEE DETAILS FOR ADDITIONAL INFORMATION ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM NTH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. WOOOTRUSSES. TRUSS MANUFACTURER W U. PROW DE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS NTH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LONER ROOFS IN ACCORDANCE WTH ANSI A58.14982. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAW NGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FORAPPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION R EMBEDDED ITEMS LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITHOUT THE APPROVAL OF THE ENGINEER. AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIEDTO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL MASONRA:' PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA "SPECIFICATION MASONRY STRUCTURES" (ACI 5301 ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR LICENSED PROFESSIONAL ENGINEER. MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDEDTO FACILITATE THE PLIBUSHED BY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS ALL BLOCK WALLS SHALL BE WOO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK PROVIDED BY THE TRUSS ENGINEER. MANUFACTURED IN CONFORMANCE WITH ASTM C40, GRADE fm = 1500 PSI. BLOCK SHALL BE PLACED USING THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THS PLAN SHALL SUPERCEDE THOSE RUNNING BOND UNLESS OTHERW SE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OFTE BEAMS BEFORE OF THE DELEGATED TRUSS ENGINEER. W ND UPLIFT VALUES HAVE BEEN BASEDONASCE 7-10 COMPONENT PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 26 DAYS, UNLESSALL TRUSS 70 TRUSS CONNECTIONS. SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION CONNECTORS" BY LISP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS TO CONSOLIDATE GROUT. WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TYPE "M" OR"S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLI NED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 318" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO, (48 BAR DIAMETERS), U.N.O STRUCTURAL STEEL THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILOINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A38, Py = 36 ksi FOR ANGLES, PLATES, AND ASHAPES. STRUCTURAL TUBING SHALL BE ASTM AS00, GRADE B, Fy - 46 kai. STRUCTURAL PIPE SHALL BE ASTM-63, GRADE B, TYPE E OR S, Fy = 35 W. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS NTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL, JSOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIGTION BONE TYPE SPACING R­ TYPE 9PAPW REMARxS 1-T-NOTO RDENEDCOL 0°QC OMAGEDOOR BJCK pETAA SEE pETNL SEE DETAIL SEE pETNL MASONRY ICONIC. NALI IIT'LON3. To-ow-ONO,eEE SGD.,LL.IXT. DOORS it PT. 9EENDlEe CASE HWADEN®CPL NALI-LONG. B'PC STAGGER® Wwoow000w FASTENED INTO MA90NRYlWNC OMMEWORBLIP( TO-Ni-- gEE pETNL SEE DETPx BEE DETAL BEE DETAL wINDOWax:x CAGE Nwoe+®caL B-ac wappw000RiFABr M METUBTwwTO CONTACT THIS ENGINEER FOR SPACING Ir PT.SEENGTEB NALI - LONG, STAGGER® I-- MASONRY ICONIC REQUIREMENTS EM. BNMO.. (?)3N8"PA 'TAPCON' ID°� 1 3"EMMD.O"Fldp NWCNSFARING WOOD 1R' EXPANSION A"EMBED. <°ENp ]40.0 BUCN ]x IT. fiEE NDlEO NO WASHER FASTNEA DIST..i IR°EWEDIST. ALL tt1CIXJO BLAB WASHER BOLT DUST., 3"EIX3EOIBT. h Pf WINDOW D138'PAFx]IIB' I-- 0"END. WST.,i1T IT TO 8TEROOL., BEE W/WA91FR STAGG6EED EDGE PST NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURALAPPLIGATIONS 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 FASCA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOAR THE SPACING DETAILED ABOVE 8. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SW NG DOOR WITH A WOOD DOOR FRAME, 1x MEMBERSARE NAILED AND 2x MEMBERS ARE SECURED WI TAPCONS OR PAF TO THE SUBSTRATE. 7 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesWngroup.com AA A: 0003325 V b yC sFs G '► R aMODIV. & LOT: SILVERADO LOT #11 BLK. # 12 FNWJ QCT# 4 2 .00 - 1 �D 4EHB "2605- HAYDEN" GAlRAGN 8VfZNM LEFT PALM DETAILS %150 MPH EXP. B s-Ft • s R