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992005 99 04EHB -HAYDEN ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES H 0 M E S r DAs RL APR CITY OF ZCPHYRHILLS 12602 TELECOM DRIVE, TAMPA, FL 33637 PLAOIS T®1= (813) 740-9720 Fe.x: (813) 74.0-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS •FLO RESIDENTIAL BEN EDITION 6TH •FLORIDA FIRE PREVENTION CODE 6TH EDITION •NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION *ALL LOCAL AND STATE CODES •OCCUPANCY - RESIDENTIAL GRDUP RS •CONSPRUCTIOx TYPE - VB •YDI. INTBRIOR FM - CLASS B *BASIC WIND SPEED - Vultn150 MPH vaBa=113 MPH •EXPOSURE - B spy aI—p1VR. RBSIDSNCS — •2-STORY RESIDENCE -MAX. HEIGHT AS PER IACAL AND SPATE CODES ABV. ABOVE MFR. AD AIRCONDITIONINGMIN. ALT. ALTERTATEE M.T. ALT. AMPERAGE MTD BD. BOARD N.T.S. cl CENTER tnvE o.c. CL. CABINET P. ctG. ceILBaG P.B. cuL CLEAR PH CONC. CONCRETE PIT. CPT. CARPET PLYWD G.T. CERAMIC THE PR. D. DRYBR P.T. DBL DOUBLE R D.G DUALIDIAMETER RAD DIM. DIAMETER R.A.G. DIM. DIMENSION RFF. DIS DISPOSAL P.M. DP. DEEP R.O. DR. DOOR S.C. D.S. DOWNSPOUT S.D. DTL. DETAIL S.H D.W. DISHWASHER SET. EA. EACH SHTHO ELEV. ELEVATION SHWR. EQ. EQUAL S EXH. EXHAUST SGT. EXT. EXTERIOR SL.GL. F.GJFX. FIXED GLASS STD. P.G. FUEL GAS SWS FIN. FINISH FIR. FLOOR TEMP. FRDR FR�HDOOR TOC. FTG FOOTING T.O.P. GA GAUGE T.O.S.YRTOP GAR, DISP. GARBAGE DISPOSAL TYP. G. F.I. GROUNDIFAULT U.N.O. CIRCUIT INTERRUPTER GYP. BD. GYPSUM BOARD V.P..WA N.B. HOSEBW W/ H.C. HOLLOW CORE WD. HDR. HEADER W/H HOT.. HT HEIGHT W/H INT. INSULATION W,1. INT. INTERtoR LAV, LAVATORY LUM. LUMINOUS M.C. MEDICINE CABINET MANUFACTURER MINIMUM METAL THRESHOLD METAL NOT TO SCALE ON PETTY PROPERTY TON PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS TGRILL RHFRIGERATC7A REFRIGERATOR ROOM ROUGH OPENING SOUDCOREEXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SL(DMG SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPEREDGLASS TOP OF CURB TOP OF PLATE OF SLAB TYPICAL NOTED OTHERS ISE OTHERWISE PROOF WITH WOOD WINDOW WROU HT IRON WROUGHT IRON DATE DESCRIPTION ARCHITECTURAL SHEET DESCRIPTION pgGG C11 COVER SHEET YG GN- GENERAL NOTES PG Al -FIRST FLOOR PLAN Fa AlA-yy}��,^,FpOR PLAN SECTIONS & DETAILS A2-SECOND FLOOR PLAN PG Aid -FRONT & REAR ELEVATIONS "J" P 4J- & RIGHT E AT1ONpS . . �' , — ONPWOD FLOOR��CAL YLNf1 PG Pl-PLUMBING PLAN PG MI -FIRST FLOOR MECHANICAL PLAN p 2-g 0 FLOOR MECHANICAL PLAN P 1-D PG D2-DETAIL P 43 UCT APPROVAL LISTING PPS PG WAl-WALL ASSEMBLY D AII.3 PG ppg-WALL pggEMB y ]� Zj,� PS WAS Ali ASSEMB Y I� Ait� PG WA4-WALL A33EMBLY DETAILS p/GX� Wp6-7y�7,OT USgD PG WA3—HALL 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 �p n�*� P .I' 1. lilt . S BT FLR LNft II04 Ga FT. MFLRLIVIN6 Sol BQ.FT. tOTAL Lh/NG 2605 ea FT. CARVA 431 Ga FT PORCH ELEvanON J 48 BQ FT. TOTAL ELEVATION Bm86 BGt FT. VxV RATIO w 8a FT. STRUCTURAL SHEET # DESCRIPTION PG Si -FOUNDATION PLAN PG SIAA-DETAILS PG S1.2-FIRST FLOOR DOWEL PLAN PG 31.2A-DETAILS PG S2-FIRST LIFT BEAM PLAN AND NOTES PG S2.1A-DRTAILS PG SS -FIRST FLOOR FRAMING PLAN PG SS IA -DETAILS PG SS.1B-DETAILS PG S3.1C-DETAILS PG 84-SECOND FLOOR DECK PLAN PG S4.2-SECOND FLOOR DOWEL PLAN PG S5-SECOND LIFT BEAM PLAN AND NOTES PG S6-ROOF FRAMING PLAN PG SNI-DETAILS DRAWING / CONTRACT DOCUMENT URD REVIEW BY VilW THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE 13 FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (Pi UMFOR INFORMATIO&TO THE ARCHITECT OR ENGINEER FOR CLARU7 TION. AB DESIGN GROUP WILL RESPOND TO All WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO IM's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7746078 FAX: 407-7744078 www.abdesWngroup.eom I AA 0: 0003325 , to w f O x au=xv. As LOTS SILVERADO LOT #51 BLK. #6 PLR ' 4 8. —5 61 1[OD>BLe 4EHB "2605— HAYDEN" GAICAGN 8Tf1TTCk RIGHT PAGM COVER SHEET 150 MPH EXP. B D � 1/17/19 SCAL1G 1/4"=1'-O" slim= C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) .AND IN CONJUNCTION WITH ASCE 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 R301.2.19 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR 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 ARCHITECTrENGINEER, 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORT'S 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, USTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALLBE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1JB INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R3025.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALLBE CONSTRUCTED OF A MINIMUM NO.25 GAGE (0.48 MM) 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 R302.8 & TABLE R302A THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPUED TOTHE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 /84NCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOORLEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALLALSO BE PROTECTED BY NOT LESS THAN IA -INCH GYPSUM BOARD OR EQUIVALENT. SU'E WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ONSITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8- LAYERS AND COMPACT TO 959/6MAXIMUM 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 Y- 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, LINO, CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES NTH 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." TEIBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI.20D2) E. APA- THE ENGNEEREDWOODASSOCIATION: 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 & WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER& WALL CONSTRUCTION. 5. WALL SHEATHING SHALLBE PER STRUCTURAL, SEE ROOFANALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE B FT . SQ. PLUBERB 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 %2" AMAFLEX, 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES, 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVEROM 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 FINSHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,10- 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-C106312a 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1053 - 11A AND R703.7. FM RES19TANTCONSTRUCIION 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. R3D2.7. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOTA PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE:10/25/18 (RM) •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.ebdeskpgroup.com AA #: 0003325 1 t ausDIV. a LORs SILVERADO LOT #51 BLK. #6 pRoamQ 412 .00 - 06 MOD=- 4EHB "2605- HAYDEN" OA1RA03 OWU401 RIGHT PACT GENERAL NOTES 150 MPH EXP. B Dp 1/17/19 wcALm: 1/4"=1'-O" ■IImmT GN PAr0 9 9 t0 3052-SW 6068 SGD. (2) 3052-OW I 21'•4' 12'-4' I I DMG ROOM I Q V-6' Q A IJVIlIG ROOM B�t C4 A 1 b' b'" :r 1'4' 3'-8. 5'-8' V-8' 6'-10' 3'-8' 9'-0. I q I I j (2) 2068 1 p I POST `( II�- � Ip I VIC fl ( ' ;I I I b �I I "' II CI BATfINl I b'•b' G.G. I ® I �;+ uOi I I I I Ic° I I I Im S 0 I O b82'-B' � 8'-0' I •O. 4'-0" m 3'-B' S'-4' 3'-4' S'-8' 3' - LA • -- ___ REF 2968 SC DATA 20 MIN. p 1STAIR 6 RISER — — — AR.r.F4 B TMAD6 • 10' L/j B A8 POEQ. PER BLDG. II CODE 13'-0' 11 5'-B' III Fm CIIIV ® V-V Ufa IB m In FOYER W-V CL& s �. GARAGE b•b'CL6. m 9 III 3068 TPA+•L5 2'-10' I6'-0' '-1m' 16'-0' X 1'.0' 064. -------------------- SCALE. NOTE,2-STORY GYPSUM BOARD OPENINGS BETWEEN THE GARAGE 4 RESIDENCE &WALL BE EQUIPPED WITW SOLID WOOD DOOR NOT LESS THAN I%' (35mm) IN T1400E66, SOLID OR WONEYCOMB CORE STEEL DOORS NOT LESS THAN ftY3&=) THICK OR 20-MINUTE PIPE -RATED DOORS TWE GARAGE 6WALL BE 6EPARATED MWM TWE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS TWAIN 11Y12.1mm) GYP6N•9 BOARD APPLIED TO T14: GARAGE SIDE. GARA4E6 BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL WABITABLE ROOMS BY NOT LESS THAN %Y5.9mm) TYPE X GYPOILM 150ARD OR EQUIVALENT UNDER STAIR PROTECTION, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS &WALL WAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITW V2 INCW GYPSUM BOARDS. FBCR 2011 l6T14 ED.) 302.1 4blld®IFAID OL1DDIpGDLOODI ellre nD 61051E Fql 11Ec01D a111n1 ORNM mM1E ZOIE :O WNNID %o flllll6 XD THE FaOOTAN MIN. WINDOW 10 5 25/-33 CRITERIA EXTEROR SWING 18 5 24/-31 DR MIN. CRITERIA 6fsD. MIN. 41 5 23/-26 CRITERIA 16010 0.14D. 112 5 20.1/-22.1 BASIC HIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICIENT - t 0.18 BLDG. CAT.=11, EXP.=B, MEAN ROOF HT. - 23'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION R3012.1 OF THE FBCR 8TH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. 0ONEDLDAIEOI0 SQ.FT. CAM'S IBT FM LM4d 1104 60. FT. 2NO FILM LIVOJd B01 6Q. PT. TOTAL LrvM 2605 80. FT. 6AR4dE 431 SQ PT. POPICW ELEVATION'J' 43 SQ. FT. TOTAL ELEVATION J' 3088 6QL FT. 6kID PATIO 80 Sa .T. MASONRY / PRAM WALL LEGEND 8'-8' BLOCK (WILL UND ON PLANS BRG. WGT. VARIES S' BLOCK WALL UN.O ON PLANS W-S' BRG. INTE® BRG WALL UND. ON PLANS 40 LOAD BRG. WALL UND. ON PLANS -ALL INTERIOR DOORS TO BE -ALL EXTERIOR DOORS TO BE 6'-S' UNLESS NOTED OT14ERUISE 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407.774-4078 www.abdosVigroup•com L AA 5: 0003325 , fsumm V. aZom SILVERADO LOT #51 BLK. #6 IPZwJwT 04128.002-51061 moassA 4EHB "2605— HAYDEN" GARAGE DNJtaTGs RIGHT PALM: FIRST FLOOR PLAN 150 MPH EXP. B I n 1/174"=1 l DESL. TOP PLATE 9 �n BAR DETAIL 0 9 DIM. VARIES ARCH DTL. B SCALE, VZ'•I'-0 AHU 42' I-L 1,7 (BALL W/ CAP (2) LAYERS OF 3/4• PLYWOOD OR (2) LAYERS OP 3/4' SUB FLOOR MATERIAL Oft" TO EMEND BEYOND 7MK309" OF SUB-ILOOR SFBATNm / V / / 3/4• K / . PLATE11. / MN. / p 11100� /' STOR. a / 3020E OYO WX4 III R / ReNP Bl44 DOFOF m / / PL-48�O OR SIM �V: ,® EA HORIZONTAL RUA4 INF;ORC/ / • eA 1 STRINGER / xa4RE WAid S•-S' O.C. -2X4 ATTAC"M tW Wd MASCXW HAILS • 2X4 P.T. LIMPER INTO SLAB WITMN S' OP IA04 END. 32' OL. MAX 42' K MALP WALL W/ CAP 3/4, T40 OUB PLOOR GI -LIED 4 OCIiEUED PER FASTENER SC►CDLLE PLR TIWBSEa W-V SM. HGT. HANDRAIL S 36' W/ 2X4 RE-INFOR THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 In' AS PER FBCR R311.1.81 STARS OWNS TO CGMORM TO PSCR 67W HANDRAIL ENDS SHALL EDITION MOIT> BE 6TAIR DATd, MN TREAD.10' MAX. RBER•1 3/4. 3/IS' RETURNED TO THE WALL OR MAX VARIATION N 0,611RUTREADS TERMINATE INTO A NEWEL IS TREADS • ADJACENT TO EACH OTHER 3/E' MAX. jo'. I. NOSWVARIATION N ANY RSERR111E.4D HANDRAIL POST. GNRGILAR CROSS SECTION DIA TO BE 13/4' R PP17ADE EQUIVALENT LOU4. ABILITY &I DER0- MN. 6' WDE • NARROW END MN n' WOT41 • U' PROM NARROW END 34' MARL HANDRAIL W. NOTE: Nam> 1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A •ENCLOSED ACCE88EiLE SPACE UNDER STAIRS S"LL HAVE ".LS, UPDER STAIR DIAMETER OF Ii't 2' OR A NONCIRCULAR CROSS SECTION WITH A SURFACE AND ANY SOFFITS PROTECTED ON PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND THE ENCLOSED SIDE WttH V2' aYP'&Z'I 150ARD8. FDCR 3B2.T. A LAMEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY -m• PIN. PLR DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601$.i / F.B.C. 2011 STAIR SECTION C SCALE, la'•I'-0' D HANDRAIL SECTION A4 1441 N. RONALD REAOAN BLVD. 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B CFF R® T 18'-8' 2ND FLR, BRCS. U. --'---- Im'-m 3/4' 2ND FLRi, FIN. FLR/BRG.HCs7. g��------------------------------- ----- W-8' CLG. I-GT. ---------+— ------------------------------- LEFT ELEVATION SCALE: 1/4 s I'-m' TEXTURED FIN15W OFF RIDGE VENT Ii S _4 18'-8' 2ND FLR BRa. HGT. -m' FIN. FL�R./BI�s NCsT. B'-8' BRG. HGT. -- o ENTRY 18'-8' 2ND FLR, $FdG. HGT. ----- ,SIB'-8' 2ND FL ------- BRG� II II Im'-m 3/4' 2ND FLR --- --- II II -----------------------------------I I0'-m 3/4' 2ND FLR. FIN. FLR ----- _ ---- -----—'-------- - - - — - — - — - - - — - — - �1�6 ----- ABNBFCLG.HCaT. o ENTRY TMP. I m'-m° FIN. FLR _�X _---- ------'-----'-----------------'—'-- ------- G xN RIGHT ELEVATION SCALE: V4 • I'-O' TEXTURED FNISH 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 fAX: 407-7744078 www.abdesign$roup.corn AA M: 0003325 SILVERADO LOT #51 BLK. #6 P1 ojwT 04128.002-51061 MODIMe 4EHB of 2605— HAYDEN" 0AItA03 BVIIN02 RIGHT PALM RIGHT & LEFT ELEVATION "J" 150 MPH EXP. 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I I I FOORRLD�W SWITCH II I I � , Krrtm II � , GFI I `-�""-- I \ WI.44' PAN. AFF. OPF i Cfl 8/G0 m PRE -WIRED AOYBR CLG FAN PRE -WIRED CLG FAN BDRMP2 l -"DOOR A I DAS RERE D AS Q. PER 5.DG. \ CODE KEYLESS FIXTURE .� METER GPI ll FIELD VERIF7 GARAGE DOOR PREWIRE GARAGE GFI IRRIGATION OUTLET • 46' APP. FIRST FLOOR ELECTRICAL PLAN 6CALIS, 1/4' . -® OPT. COACH L VmWT BEEBBBIB��__��Y S>t ®E>�E��Besr��a Iv ®osor--�msu �a mono--c--�so scsnisno -m---ism mm��oam :mrs�xmomozm om si•si•����0 ® s���r_—_a�si•stt� o om��oo© aasis�r—+�,..•---•--•�oosv mom�oE:E IR.Eo�oa©i m EiE)♦��E�L Z'Z_TI: iC_)•EM s.�® E��'ii ^EIS® �E7o�t>• ���L�Y•�EiE E_E I'm E;>I�c3���� =E.E �Ei1 E���� E 17E-"'.'�C�3���� mwcm 0 ... ITS PROVIDB MO CIA THIN . P• Cu N )' CCT4 w OR s 4M AL THN • P* CU N 2• ooMV. (CCNM'r TO TB MNATE AM" 60WIT • OV[IINAWW 150 AMP ELECTRICAL RISER NOT TO acALc MOMACT AM O@89NAL Nalm M ELEOTRIC FtTOE N A BLUCTRCAL MATBRALS AND NVALLATIONS SMALL NB•Y 9! 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LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com L AA 0: 0003325 rl 9111111 sysaty a< Loan SILVERADO LOT #51 BLK. #6 rrAaac 04 2 . 0 - 106 MOD= 4EHB "2605- HAYDEN" OARAO3 swnao: RIGHT rAOS: PLUMBING PLANS 150 MPH EXP. B aCM m No 067= 1/17/19 PLUMBING RISER DAM 1/4•=1'_( No HVAC NOTES L ALL SMALL WE Pw1iVIDED W N PROPae CNAIEMAM POR 4ERVICNa1, PWR I. ALL DUCT SYSQShM NSTA"M IN NOW-020ITI&aD APrAS W CO4CKIGTSD CP A VALUi OF NO LEM THM WO RAftft ALL. SSAMM SNAIL WE NAILED 4ILAN 15Aa • MASTIC. AND NSTALM AS PER FOG ♦TN EDITION CAWU MMANICAL M.DO CODE $ECTION "& & ALL RAX DUCU SMALL W APPROVtD UL W CLAM I AIR DUCT AS PW N1TA'OA I-ILI A PPMM AIR WAKM IllLOCATED CLOW %4M W FT. PROM ANY CM"W OR VW OUiLlSA 1, OR WARY VW OUT W IL ALL 06"IST AND OUIMDt AIR IS.OT VWM AM" W COIKTR=W CP SP'IOOTN 6ALV. MUTAL OR OTHER MATSI "AS PM PWG •TN EDITION e3M CODE SWIM &M k eU AMA SUPPORT PLAVOIr IS SMALL EE C"71111 UG1OD N ACCORDANCE TO FOG 6,7111 SDITWN n ) hICMAWCAL CODE 6" T, SIATF1R001'16 CONTADWiI , OAIWTU /, STOIIWM SPAS AND SMI.AR WATNNW PDC"AMS ON" OE MMQIMMCAL.LY VINW N ACCORDANCE LM POG ATN ®"XIS (W) PIN24AMCAL CODE £OCTION S. ALL DalAII&MlD "7W OW SMALL NAVO LOOM IIt DOORS MR fMKO-W AIR TO eE 11111700M, TO SG11A1" AIR D6WU61ED IL ALL PM RATED CSLNM AND WALLS W" NAVE AN APPROVED FITS OR P11S/S"IdM DA "M LOCATED AT CEILNS OR WALL POmnuTm Am W SLOMD 11TM ACCESS DOORS TO RpIIT DAMPS ALL OAhPIIM SMALL WE NSTAL= TO MIS IISGOI'Fl PATICN6 AND POG 67N II11017 Ii (MV P'C"WAL C= SOGTION &M UK d111LL M AND DIPUIERS SMALL OO PROVOW GM SIALANCONIS DAM EW n DRYER WOOSTMR TO = A PANTISOM OWP WOOStIIe PAN OR EQUAL PANITMN OW 10 ON, WooSnslR CAPACITY"LMM MW WITH MAX SIX OLWML LEGEND ® SWIRLY AIR DMIMOR WIRM AIR GRILL ® SDE-IWLL OR I WAY DWAM SOLD LW- SUPPLY TI11116NK OR0 M LNS- RE11iN TRUNK 1 OALANCM DAMPM OR OW 0 CLLNO 064 A W FAN CELNb I D04AU K FAN 4 LISHT aA CUTSCO AIR m TUiIl70OTAT W PASS-TiIRU AIR 41111111111.11. I I Djf& KKVVVV�M i FROM hI xvu� k0- ADVE 1 ii 1 II 12XI2 4X II I I PASS I OI �L-------- T IRU ALL NVAC TO HAVE PROPER I I O ----------- I I — —�'+ PANS W/ DRAINS . 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PLUG I 1 PORCH — — — — — — — — — — — — — — — — — — — I.-6' ------ SEE SPEC, BRAGS PLUG �—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED M /— WADE 6240-K JOS 66000 WIDE / SERIES NICKEL BRAGS TOP CAULK / P.VC OPTIAMC nFLOOR SLAB CLEAN -OUT (TYP ) FIN. GRADE OR PAVING r-es'xa' caws. FITTNG OR EXTENSION TO 601L OR WASTE AS REQUIRED 1 EXT. GROUND CLEAN -OUT (TYP ) NTO FIRST FLOOR MECHANICAL PLAN WZ E. 1/4 - P-0' d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www.abdesWWoup.00m AA 0: 0003325 e a a SILVERADO LOT #51 BLK. #6 PIIOJM 04128.002-51061 MoDzu 4EHB "2605- HAYDEN" 0AIRA0Z OWUM RIGHT PADS: FIRST FLOOR MECHANICAL PLAN 150 MPH EXP. B A, ABM04ACRA L AR NO 93M I aA 1/17/19 aoAXX- 1/4"=1'-O" a!!>QST M1 2X4 TOP PLATE PIG -RAID TRUSS V2' CLG. BOARD 1/2' ORTU ALL T "r FM. 2X4 WOOD STUDS 024' Or_ AF1 pI4V� Iry PARTITIONS SUPPORTING WALL HUNG PLUMBING IXTURES AND WALL CABINETS SHALL BE NOT L 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE TITAN 24' O.C. (:��)TYP. INT. WALL (NON—BRG.) D1 SCALE, 3/4'-1'-& FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWS.L1 ON a! O.S.B. SHEATHING OR k COX PLYWOOD 6ECUIRED PER FASTENER SCHEDULE PRE-ENG TRiJSB MTL. DRIP EDGE 2x FASCIA PER 7-0,P4 ELEVATIONS VENTED SOFFIT VY THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY /S' GYPSUM BO OR V2' HIGH 4�-' �LEVA ION STRENGTH CLCs. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION —� �WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE 6TRUCTURAL Ix2 P.T. PURRING 61RIP6 • 24. O.C. 6' CMU 1/2' GYP. WL. BD.� i— WDOD BASE b- 0" /LB:VI, co NOT CUT 1'! BOND Dam NOT w SOLID OROUT THE BOND v (U- % B'i:AM 2A PIPE THROUGH BOND BEAM SCALE, W4--I'- FIBERGLASS SWING1-E8 OVER 430 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RS96.IJ ON l' OAS. 614EATHING OR;'CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRU66 MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 14' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY &-y FIN. FLR�_ _ - _ 0'-0' FIN. FLR a . a e. ,y 4� n W/ WINDOW OPENING TYP. WALL SECTION B NO OPENING NOTE: PER SECTION 505.1.1 - FOR ROOF SLOPES 2:TO LESS THAN 4,12, A (-1)1—STORY HIP BLOCK WALL (2)LAAYERiUNDERLAYMENTSYSTEM SCALE, 3/4'-I'-a 18 REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT 18 PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE Iv, OR ASTM D 6151 »�0Al us 1tnc sm.6 MR W ou cm N'OIT. 0-sm W" GAn 2B GAS LINE THRU BLOCK _ FIBERGLAS6 SHINGLES OVER SO FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWb.0 ON l' O.O.B. SHEATHING OR I' CDX PLYWOOD SECURED PER FASTENER SCHEDULE TYP. MTL. DRIP EDGE OH. 2x FASCIA PER ELEVATIONS VENTED 6mis —/ PRE-ENG.GABLE TRU66 WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 6' CMU VI t1�CJC >I wll POI "m A PLIM Domm 4FI9.Im MASOMr m n�roNeT APPORW .rrxwnL RM s GARAGE DOOR JAMBS Dl SCALE:11/2*-1'-0' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS STIPCACK AT ALL UPRIC04 PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS — CONT. 2x RAT RUN SECURED MR—/ STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 0MR ELEVATION S/S' GYPSUM BOARD OR 1/2' NIGH 6TRENCsTH CLG. BOARD W/ WINDOW OPENING R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS iREPER£NCE STRUCTURAL •b 2 P.T. FUIRRMG STRIPE • 24' O.C. 1/2' GYP. ILL. BD. WOOD BASE FIBERGLASS SHINGLES OVER 9® FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R9®6J.1 ON j' O,S.B. SHEATHING OR k COX PLYWOOD SECURED PER I,_®. FASTENER SCHEDULE TYR MTL. DRIP EDGE o.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS B TYP. WALL SECTION ktNO OPENING � 11—STORY GABLE BLOCK WALL .� SCAM, 3/4'.1'-C' IR' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY iEa .1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407.77"078 FAX: 407-774-4078 www.ebdesWngroup.�m AA M: 0003325 k omm SILVERADO LOT #51 BLK. #6 PIGOJMT 4128.00 —51 61 MOD=A 4EHB "2605— HAYDEN" OARAOX 0TnXG s RIGHT PAGIM DETAILS %150 MPH EXP. B FIBERGLASS SNNSLES FIBERGLASS SHOYsLE6 OVER 90 FELT PAPER OVER 0" FELT PAPER OR 6YNT1 ETIC OR SYNTHETIC PRODUCT, INSTALLED PRODUCT, NSTALLED PER SECTION RWS.0 PER SECTION R908.L1 ON J' ObB. BFEATFING ON I' O.S.B. 61 EATHMG OR P COX PLYWOOD opt I- CDX PLYWOOD SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE PM-ENG WD, ER PRE -ENS WD. ER 24' DO. MAX E€L VATS 74' O.C. MAX. LEL ATV IoN METAL DRIP EDGE METAL DRIP EDGE R-30 NSLLATION R-30 MBULATION PER ENERGY PER ENERGY GODE 2x FASCIA PER CODE FORM. 2x FASCIA PER ELEVATIONS 0' O.H. 5/S' GYPSUM BOARD ELEVATIONS ®, OM S/B' GYPSUM BOARD TYp. OR V2' HIGH STRENGTH TYp, OR 14' H16H 8TRENGTH C.& BOARD VENTED G. CLBOARD VENTED Ix2 FIRE -STOP 60FF1T Ix2 FIRE -STOP SOFFIT -4.1 INSUL. REFERENCE -4J IWSUL. REFEIEEt IGE STRUCTURAL I I STRUCTURAL w rc � w WINDOW ATTAC14 ENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL 3/4' 4 G.SUBFLOOR GLUED AND NAILED m 3/4' T 4 G SIJBFLOOR AS PER NAILING In, THICK 2 COA7 0 GLUED AND NAILED AS PER NAILNG W' THICK, 2 COAT SCHEDULE PORTLAND CEMENT SCHEDULE PORTLAND CEMENT '1,. y P PLASTER APPLIED PLASTER APPLIED DIRECTLY TO 4 DIRECTLY TO M R L m If -ELEVATION IX2 FIRE -STOP LEVATION w FIRE -STOP SEE STRUCTURAL SEE STRUCTURAL R R EVA ION Y TON S/S' GYPSUM BOARD S/S' GYPSIr'I BOARD OR 1/2' Hk34 STRENGTH CL& OR 14' HIGH STRENGTH BOARD CLG.BOARD ER 'fIELEVATIGN DO FIRE -STOP Ott FIRE -STOP R-4.1 INSUL. R-4.1 MBUL. W W w W WNDOW AttACHMEN7 AS PER MANUFACTURES SPECIFICATIONS RENCE STRUCTURAL I/2' THICK, 2 COAT 1/2' THICK 2 COAT " PORTLAND CEMENT PLASTER APPLIED '' ` Ix2 P.T. FURRING PORTLAND CEMENT PLASTER APPLIED bQ P.T. FURRING DIRECTLY TO STRIPS • 24' O.G. DIRECTLY O STRIPS • 24' O.C. MASONRY S. G.0 SOtIRY S' CM 1/2' GYP. ILL. ED. I/2' GYP. WL. BD. WOOD EASE WOOD BASE D<2 FIRE-STOP—�_ IX2 FIRE -STOP a. a. 4' n W/ WINDOW OPENING 1 WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK 4CALE. !/4'.I'Ar 1441 N. RONALD REAOAN 3LVD. LONGWOODFL32750 PH: 407-7746078 FAX:407-774.4078 www.abde*W%mup.cm AA 8: 0003325 oulwiv. a. ZZM SILVERADO LOT #51 BLK. #6 PROJWT 041 8.0 -510 1 worms 4EHB "2605- HAYDEN" GAMAGN ■wDRoz RIGHT PAGJ: DETAILS 150 MPH EXP. B A, N 1/17) OCAIM 1/4"=1'-0" ez�T D2 \L2" cw- v FLAT TO BILK IW CUT NAILS, SIDE& 2X6 GA)tAGE DOOR SLICK Wl fb) ® J6-)6- A 00LT6 4' E" SOMMENT MN tV 2'W7 WASHER AND NLIT SPACED Y MWH PLOOIt TO GARAGE DOOR HDR, IN JONM PRIOR TO PILLINQL 1,2YI R BLOCK • COnIt OP all DOOR HEADER WKU)r>*' J-SMTS 4' BMMEDMWT Wl Y)O')4* WASHER AND MT. MANUFACTURER'S 4NSTALLATICM l,*TRUCTI" WERE dJCN 6167R =I" ARE MORE STRINGBJT GARAGE DOOR BUCK ATTACHMENT sous, w'.�w 6' CMU lS DRYWALL i'X4' OR I70• P.T. NAILER [Ellbc4 P.T. OR %*X4' MK SECURE THRJ FRAME 4 EXTEND 1 Y4 INTO BLOCK AkTffW/ %* TAPCONI6 (MN. SHANK SIZE .Wb MR HEAD SIZE 300 MIN. EMBEDMENT I-Y4 WITHIN 6' OF EACH END 4 BY O:C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +3/4 OR +5/4 A TI9=w TO +9 4 +5 4 SCALE, KTA. 2X4: m SECURE TO BLOCK W/ TAPCONS OR (MIN. SNACK 812E .145 MN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN B' OF EACH END 4 IV OG. MAX SPACING. 2X6,® SECURE TO BLOCK W/2-74' TAPCONS(MR SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 6' OF EACH END 4 8. CM I6' O:C. MAX SPACING )S' DRYWALL 2XS,m a I•X4' OR 1'X2' P.T. NAILER SE�STO BLOCK W/2-8b' OOR C,48INCs (MN. SHANK SIZE .145 HIN. HEAD SIZE 900 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) TTACN TO 2X PER WITHIN S' OF EACH END 4 MANUFACTURES DETAILS. IV O.C. MAX SPACING. NOTE, SHIM A8 NEEDED TO PLUMB JAMB (DO NOT EXCEED )4 ) DOOR JAMB TO BLACK +1-1 2' �,_ 1�iDOf TO LOCK +1- 2X4m SECURE TO BLOCK W/ 4)is' TAPCONS (MIN. SWANK SIZE .148 MIN. HEAD SIZE 900 MIN. EMBEDMENT 1 )4) WITHIN V OF EACH END 4 NOTE: STRUCTURAL 2X b6. O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED TWROUGN SECURE TO BLOCK WQa(.' NON-STRUCTURAL )6- TAPCONS TAPCON MIN. 1-A' (Mrf,L SWANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 , CHU MN. EMBEDMENT I Y4') DRYWALL WITHIN V OF EACH END 4 BY O.C. MAX SPACING. �f4`X,lVOR 170' P.T. NAILER 2X0,m a SECURE TO BLOCK W/2-W 7(r' O:J5 X 4' MIN TAPCONS (MIN. SHANK SIZE .145 DOOR CASUN's MIN. HEAD SIZE 300 p0014; JAMD OR WINDOW MIN. EMBEDMENT I Y49 ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. IS' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEDV) S/ �RDImMB I TO HOB ++liX 8¢" " 8CALE, KTA. 2X4,m SECURE TO BLOCK W/ 4Jis' TAPCONS (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MN. 10 DMENT I Y4) UNTNIN B• OF EACH END 4 NOTE, STRUCTURAL 2X 10' OZ. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbmo S£GWtED THROUGHI SECURETO BLOCK U7-%, NON-6TRUCTURAL TAPCON MIN (MIN. SWANK SIZE .14a EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8. UtU WITHIN 6' OF EACH END 4 n, DRYWALL DRYWALL Or -MAX SPACING OR 00- P.T. NAILER 2 SEA SECUR BLOCK WR-i(s' CASING PTO (DOOR (MIN. SWANK, SIZE .H5 HIM. HEAD 811E 3" JAMD OR WINDOW MIN. EMBEDMENT 149 TTACH TO 2X INER WITHIN B' OP EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED 49 DOOR JAMB TO RLWX +2 4" >a1MLDOT► TO BLACK +2 1 4' rlfB 2X4s SECURE TO BLOCK W/ W TAPCONS (MU,L SWANK SIZE .Ha MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN B' OF EACH END 4 NOTE, STRUMUCTURAL 2X IS' Or -MAX SPAC6G.ON BE OUTSIDE 4 2X6m SECURED THROUGH NCN-8TRUCTURAL V6. DLOGC UYJ-9(s'TAPCON PTO MIN. 144' (MIN. 614ANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD 812E 300 , CMU MIN. EMBEDMENT 1 4') ' DRYWALL WITHIN 6' OF EACW END 4 IV Or— MAX 6PAC61G. 'X4' OR 150' P.T. NAILER 2XSm SECURE TO BLOCK W/ .%, TAPCONS DOOR GA6BNG (MIN. SHANK SIZE .146 MIN. HEAD 61ZE 300 MIN. EMBEDMENT 1 Y4') DOOR JAMB OR WINDOW WITHIN a' OF EACH END 4 ATTACH TO 2X PER IB• O.C. MAX SPACINW, MANUFACTURES DETAILS. NTR, o*4 YImwO TO Rw*A*%mo m? wl RR/.P! DOOR JAMB TO BLACK +3" AMWT TO BIOCK +3' E AL , N.TA. 2X4m SECURE TO BLOCK Wl �(s' TAPCON6 (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MK EMBEDMENT 1 V) WITHIN B' OF EACH END 4 NOTE, STRUCTURAL 2X BY O.C. MAX 6PACING. MUST BE ON OUTSIDE 4 2X64s SECLI RED THROUGH SECURE TO BLOCKW/1-gib' Now -STRUCTURAL V TAPCON6(MIN. 6WANK SIZE TAPCON MIN. I -A' 10 EMBEDMENT INTO BLOCK MIN. WEAD SIZE 300 MIN. EMBEDMENT I Yi) 6• CMU WITHIN W OF EACH END 4 V DRYWALL 16' OG, MAX SPACING. 2XO,m ❑ Ihl4' OR 1'X2' P.T. NAILER SECURE TO BLOCK 02-%' TO TAPCON6(MK SHANK BER 7�E�(2a)12dwffw��sl µ5 OFEACH MIN. HEAD 81ZE 300D ATTACW 4 6' TO 6' O.C. MAX MIN. EMBEDMENT I Y; JOOR CASING WITHIN 6' OF EACI4 ENOOR JAMB OR WINDOW IW O.C. MAX SPACING. TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3" F 2X4m SECURE TO BLOCK 04' TAPCON6(MINL SWANK SIZE 14S MIN. WEAR SIZE 300 MIN. EMBEDMENT I X.) NOTE, STRUCTURAL 2X WITHIN 6' OF EACH END • MAT BE ON OUTSIDE 4 10' O.G. MAX SPACING. SECURED THROUGH 2X6,® NON-STRUCTURAL SECURE TO BLOCK W64-1/4' TAPCCON MIN. I-Y4 TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOf3C. J45 MIN. HEAD SIZE 39)0 . alu MIN. EMBEDMENT I Y4) • DRl-UWLL WITHIN 6' OF EACH END 4 1B' OG. MAX 6PACING.4MANUFACTURE6 PX4' OR I <2' P.T. NAILER 2XBcmSECURE TO BLOCK Wn36' O.OZ. X 4'MIN.TAFCONB(MIN. SWANK SIZE10DOOR CASING MIN. HEAD SIZE 300MIN. EMBBEDMENT IYi)OOR JAMB OR WINDOW WITHIN a' OF EACH ENDTTACH TO 2X PER i6.O.G. MAX SPACING. DETAILS. NT164,MYwooOM■L"A"/ NorwcwD ! DOOR JAMB TO BLOCK +3-7/16" G R TO K + -7 6" E, N.T6. 2X4m SECURE TO BLOCK W/Y4 TAPCON6 (MIN. SWANK SIZE .Wb MIN HEAD SIZE 3" MIN. EMBEDMENT 1 Y4') WITHIN 6' or EACH END 4 NOTE, STRUCTURAL 2X IB' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2X600 SECURED THROUGH SECURE TO BLOCK UN414' NON-STRUCTURAL TAPCON6 TAPCON MIN. I-Y; (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMW.DMNT I Y4) 8' Ctiu WIT14N a' OF EACH END 4 )I' DRYWALL I6' O.C. MAX SPACING. PX4' OR 1"' P.T. NAILER 2)04 SECURE TO BLOCK WA 1/4' P.T. X 4' MIN. TAI CONS CASING IMIR SHANK SIZE .145 MIN. WEAD SIZE 300 MIN. EMBEDMENT IYi) DOOR JAMB OR WINDOW WITHIN a' OF EACH END 4 TTACN TO 2X PER IB'G. O.MAX SPACING MANPACTURES DETAILS, NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLACK +3 3/4" H + 4" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdosoWoup.com AA 8: 0003325 OtTmly. !r ZL.0 SILVERADO LOT #51 BLK. #6 PROJMT 428.0-501 MODIMJZA 4EHB "2605- HAYDEN" GAP-tG B B VID901 RIGHT 1PAGE: DETAILS 150 MPH EXP. B 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 6223.3 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 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL 14039.1 PLYGEM SINGLE HUNG - 2017 FBCR 7/31/2019 FL 14634.2 PLYGEM SLIDING GLASS DOOR - 2017 FBCR 7/31/2019 FL 15264.1 PLYGEM WINDOWS MULLIONS 2017 FBCR 7/31/2019 FL 14253.1 PLYGEM FIXED GLASS - 2017 FBCR 7/31/2019 FL17676 MI WINDOWS & DOORS SINGLE HUNG - 2017 FBCR 6/16/2020 FUS332 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 567&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 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 307S82 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.117 JAMES HARDIE BOAR PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 132232 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOAR PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006A BCO 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 INSTAU.ATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILD ING.ORG CONTROL DATE: 01/14/2019 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-774-6078 FAX: 407.774-4078 www.abdosWooup.com AA 8:0003325 IIVHDIV. 4 WTil SILVERADO LOT #51 BLK. #6 P oiwTop 04 28. - 06 1[OD>Qis 4EHB "2605-HAYDEN" GARAOR 811Ftxa: RIGHT PAlia PRODUCT APPROVAL LISTING %150 MPH EXP. B M Z 1/17/19 8CALR: 1/4"=1'-0" 0312= D4 FFXPORMED CONTROL JOINT� PL41016E OF CONTROL J051111, al WOM TED TO LATH a S' O.C. MAX (VEWJ. MgM,. DO NOT FASTEN GONTRpOL JOINT TO WALL EVEN F STUD EXISTS BBW ONEYOE�N,,D EXCEPT STAPLES W/ aseL CCONTROLJ�ONTTO E MAY m TEMP OLMIS INSTALLATION —\ TO N Sl PA 0 1'=SRB OLMAX VEOI i,LY Ril 3 COAT CEMENT WRB LAYER 4, PORTPIAER BWLONG PAPER APPROVED METAL LATH FASTENED *V O&WJ Or- MAX AT SUPPORTS URA LAYER'S STUOCO WRAP IIIOOD SNEATWM LATH SHALL NOT m#ro% Ed CCNnl ' TFROUGW CONTROL \ JONM BUT SHALL BE &TOPPED AND TED AT EACH SIDE. PER ASTM CWi! — PIROVIDR 2X4 BLOMM 1".14 PLACED FLAT MAX. 6' TO d \ FROM CONTROL JOINT WHEN \ L FASTENERS POR LATH TO BE NAILS Ow / CONTIROL JOINT FALL& ON &TRUOTURAL STUD STAPLES N COMPLIANCE IW ASTM GOa.3 2. WR6 TWO TO BE (NA I6),00415' W M 3. BLOCKING Gi MAY BE N ADDIT14V \ TO UPALL GT=b REQUIRED MR PLAN / 5@44 wm'Ao OLPOLD WIMIID•R.A OPr.A IW41b• R.A L CIEAM a R.0 A CaEAAW • t4. G A !NINE RO@MNi °"N1.. I I6mto w• � 6.A7NWdOL = MAXWtlC,LLv PARTN 4' c OL FOLD NEIYID • FL A >_ aeASE • RR. 6 WILD • 46 • ® L FaLo WRMI� . R. A L CIaIAY • Pr. 6 w C1111i•Fr. e 4. FOLD rt. C OVRR PT. 61" PT.0 TOUORI 64"TOM PLANM • w 0 eOMO'I ~•'�� eMT6e TIeM MAL POLE, GQ WW1 Cur. 3 COAT CEMENT ! m "6A tO' 2 COAT APPROVED RUILDN6 WIRAP 6NALL BE LAPPED A Ml~ OF 6' A VEWMC.AL LAFS (ROLL EMX) a 6' • HORIZONTAL LAM. ALL SEAMS NEED TO M TAFED WITH FOR 111 &4EATHN6 TAPE / r MH1 LAP • METAL LATH \ LATH VERTICAL LAP TO BE P n nrn —7 METAL LATH I UPB LAYER % STUCCO WRAP LURE LAYER �POWPORR/ / I I I o &GALE, tl VY` P� C P Q KICKOUT DETAIL �,iTor - C� I « .OIa tn.N 'w asoR alAu FLAeNNA , I AL. Roar L WIRRIWGTIOIIa WATWR 71019 K,%L OMM OR @GLOW Gt2NQL OW 610E LAM OF METAL PLASTER OF SHALL BE SECURED TO PRAMNG MEMBERS. THEY SHALL BE TED BETWEEN SUPPORTS WITH Om415-111N. (W-MIN) WINE AT INTERVALS NOT MOPE THAN S' (228-MMX A6 PER ASTM C063 IAL PON MPAWR CF TEARS N WINS LAYERS, TEARS MAY M PATCED WNOJSE WRAP TAPE PER MANP. elate- OR MM A STICK WOOD SWAT 151 MAP" 01i C 3 COAT CEMENT IR LATH WRB LAYER -1, STIA= WRAP WOOD 51EATNNS WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) i' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 1 TAPE OVER ROOF/WALL SCREED S'X5' 'L' TYPE CONTINUOUS z GALv. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.TS. 4L4'SELF•ADHERNG MEMWRANE- FLA5FIN6 = PATEILE &V MOUSE WRAP' MATERNAL) OVER APPROVED NOIME WRAP. P OR L06 "M PENETRATION GET -ADWERM D aVERN MEMBRANE SIDE OF / FLASNNO � STEP fl SISTALL FASTENERS (CLP6. STRAPS. STAPLES) AS — REOWRED TO SECURE PPE/ UM TO PRAWNS 4• 6, SELF-ADiERN6 MEMOIR" R.ASNN6 OVER APPROVED MOM WI6AP. F4.AiAH1NIG Te EXTBao 920e PIPL CUT AND Ov1ERL.AP ONE SEX CF STEP 02 ADHBINSNErRDIINANE BOB LAYER % PORTPEBR EUILDNG PAPER METAL LAIN. 6SS' SELF -AD ERNE Vtr E N! R-4814NM OVER 4SW' SELP-ADFERN6 MEMBRANE K A614NS OVER APPpONED 4'k4' SELF -ADHERING MA'ISRAN N R.ASNING OVER APPROVED NO" MUM. W COW. BEAD OP SEALANT INSTALL APPROVED WOU6EWIRAP AR SFILIRATION BARKER OVOR SNEATHM ELASTOM OC GOATNG OVER STUCCO/ C.V. FNMN (SEE TYP WALL 0ECT101U SECTION PER SECTION �Z BIWbrR�lbO elel p11a11Rh6 Extena use of portimal caner pleas "hall comply with V* epplicadon .qul•ments of ASTM C 52612A Installation of exterior Ioti anditmN shall comply with ASTM C 106:+12k TION DETAIL (FRAME) DRAINAGE PLANE (WRB LATER *l, STUCCO WRAP) WRB LAYER 1'2 (FORTIFIBER - ------- - BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R-1031.1 / ASTM C-541-0% MIN. 2.5 LBS. PER SQ. YARD (UTI ITT' OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAJIBLVD. LONGWOOD, FL 327PH: 407-774607FAX: 407-774.407wwwAbdeslgngmup. AA #: 0003325 MISS h 14 O O Fm. a SLJBDIV. a LOT,. SILVERADO LOT #51 BLK. #6 PROJffiCT 04128.601-51061 1[ODlIs 4EHB "2605- HAYDEN" GARAGM 8MMO: RIGHT PAGM WALL ASSEMBLY DETAILS %150 MPH EXP. B nI F-PnnrrDA 1/17/1S SCALM 1/4"aaf-0" s*no" WA1 BACKER ROD BACKER ROD UPS LAYER 01, STUCCO WRAP INSTALL 6' SELF -ADHERING MEMBRANE I-LASWNO OVER TOP. 61DE(6) AND BOTTOM FLAN6E6 OF NON -MOVABLE FRAME OF THE EXHAUST. WdRIENCE OF FLASt�NG TO BE, L BOTTOM, 2. SIDES, 3. TOP VENT CAP 16 TO BE SET N BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 16 TO BE TOOLED SO AS TO DEFLECT WATER AWAY PROM JOINTS. E-Z BEAD ALL AROLI D VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES. )4 CAULKING * JOINT PER SECTION RTM.7 Etderlor hN�end�� Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 928.12A. Installation of exterior lathing and framing shall comply with ASTM C 1083-12A. WOODED VENT J' THICK, 3 COAT CEMENT PLA6TER METAL LATH WRB LAYER e2, FORTIFIBER BUILDING PAPER WOOD 6WEATWIN6 6 DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ------ BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-09, MIN, 25 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH V SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CANT. SEALANT) SEALANT e TOP A SIDES 6B DRYER VENT (BLOCK) BWLDNG PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 1 6' SELF ADWESIVE— PLASNING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'G UICK FLA6I4' VENT PENETRATION A SCALE, N.T.S. CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION AY WRB LAYER el STUCCO WRAP WOOD SHEATHING APPROVED WOUSEWRAP BELOW ELEC. METER FIEL 1H El VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION CUT SUGN TWA NO MEMBRAN! ENTERS BOX, APPLY STUCCO SCRATCH COAT APPLY TO FA EDGE AND ONE (1)LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM .- AK AK SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES -O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION APPLY E-Z OVER 6® M GRADE 'D' FELT-PROVI SEALANT Al JOINTS AND INTERSECTIC STEP *I STEP *3 UIOOD 6HEATNIWG LAYER 1, STUCCO WRAP LAYER 4, FORTIFIDER BUILDING PAPER METAL LATH WOOD GONBTRlCTIQV FINISH O WOOD FLASH TO WOOD STtWCTUfAL MCI'eER • 1' OL. MAX s' CM K' TO)r tw-„u, , 111SP ararr�n •' WIDE STRIP MP AD4E6NE FLA6HIN2, CLEAN MASONRY OEFOM APPLYNS TEXTURED FINISH * MASONRY HORIZONTAL WEEP SCREED ® (FRAME TO BLOCK) WRS LAYER 9, STUCCO WRAP CUT 'A, INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED UIRB LAYER p STEP *2 WM LAYER N, STUCCO WRAP APPLY 60 MIN RING GRADE 'D' FELT ® MEMBRANE MEMBRANE FLASHIING OVER SELF -ADHERING FLASWING OVER APROVED HOUSEWRAP WRB LAYER 12, FORTIF-IBER BUILDING PAPER STEP *4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP *S STEP *(o OELECTRICAL RECEPTACLE 1441N.RONALD REAGANBLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www.a bdesigngroup.mm AA M: 0003325 '�annn, IF vsn:v sn �a�SILVERADO LOT #51 BLK. #6 UOJM 0412 .00 -51061 1[OD�Is 4EHB "2605- HAYDEN" GARAGM EMMOz RIGHT PAGIM WALL ASSEMBLY DETAILS 150 MPH EXP. B DawT A 1/17/19 ECAIM 1/4"=1'-0" 851111110" WA2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIRBER ------ BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING 1, 2 1/2' CORNER BEAD (FASTENER 4 SPACING s 1' O.CJ CMU V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 4 R�CORNER BEAD � BLOCK 1441 N. RONALD REAO BLVD. LLONGWOOD, F32780 PH: 407.7747m4 FAX: 407.77478 pwww.abdesVWo.m AA 0: 00032 emm �annn, aumxv. , LOT: SILVERADO LOT #51 BLK. #6 PBDJMT* 4 02-51 6 moaasa 4EHB "2605- HAYDEN" GARAOM 81rINM RIGHT PALM WALL ASSEMBLY DETAILS %150 MPH EXP. B 2 L AR NO 92723 aPnngT 1/17/19 aCALIM 1/4"=1'-0" al0aT WA3 LEGEND DRAINAGE PLANE (WRS LAYER 01, STUCCO WRAP) WRB LAYER M2 (FORTIFIBER — • — • — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SNEATNING WO= SMATMM6 — E DAIMM �NbTh.! Uk W"Me •V WLP--ADDWBWMn PLABWM STARRR ST"— GALVD MAL �'Ty PLAW' *4 LLCOD`TRM%. �MbtNE \ 1 \ \ R UaATRER RW6TN2 \ \SAPMR4 _ "VD MAL _ Z' PLAS" an AL CAP UM AL LKNO OR APPROVED SEALANT CAGM SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdssigngrouP.com AA S: 0003325 1?i A O a avaaiv � LOTs SILVERADO LOT #51 BLK. #6 Pn*JwT* 04 2 . 2- 10 1 3doaais 4EHB "2605— HAYDEN" 0AaAoa awaNc-: RIGHT PALM WALL ASSEMBLY DETAILS 150 MPH EXP. B DAM 1/17/19 11CAIM 1/4"=l'-0" aracr WA4 00 2x6 SUB-BANb W/1'x4' NOTCH s END, WRAPPED IN PEEL t STICK DRIP EDGE I� 1/8' TEXTURED I FINISH ® WOOD I �� 1/2' TEXTURED FINISH o CMU / METAL FASCIA \� WRAP Ys' FROM STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) 1� VS' TEXTURED FINISH • WOOD. V21TEXTURED METAL LATH x x x x x x x x METAL FASCIA WRAP WOOD SFEATFIINGr x x x x x CR CMU x x WRB LAYER h, I, STUCCO UIRAP(FRAME ONLY) x x x x x x x x x x x x — WRB LAYER 42, FORTIFIBER x x x x x x x x x x x x x BUILDWA PAPER (FRO:'E ONLY) x x x x x x x x x x x x x i i FRAME OR CMU 2xr eue BAND ROOFMG CEMENT x x x x x x x x x x x x x x x x x x x x x FELT PAPER DRIP EDGE x x x x x x x x x x ...,.... ,. DRIP EDGE T,� Iucac Off(REFERENCE x x x x x x x x ;= ,-. POINT © PLAN 8 x x x x x ONLY. FOR WALL OFF x SET OF COMPONENTS) �\ NOTE: NOTCH FOR 2X& 1 SUB BAND ONLY ROOF KICK OUT REMOVED FOR ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL 62217. NOT INTO STUCCO) 11/8' TEXTURED FINISH y / WOOD, 1/2' TEXTURED FINISH s CMU i 2x6 SUB -BAND W/1'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ®E L YAT ON METAL FASCIA WRAP 1' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®FLAN A PRE-ENG'D TRUSS TO BE CUT • WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-V' SCABBED TO TRUSS W/12d NAILS &'-8' O.G. MAX. 2x SUB -BAND W/%'x4' NOTCH o END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 3• x x xJ- ;; ;..: • METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%*x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT 0 ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-774.4078 wwwAbdesoVoup.com AA 8: 0003325 BIIIIII SUMIV. & LOTs SILVERADO LOT #51 BLK. #6 PROJIQCT#► 4 0 2— 1061 MODZU 4EHB "2605— HAYDEN" GAIlAGZ Swixa: RIGHT PAG& WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. B I TE-1 7 o I I 10 m (F w 4" CONIC. I a� a SLAB I 3 y a M - 4 8 x 18 10'-0" 11'-8" 15'-4" 2'-8" m m OF I <L § SLAB LLI ILIU ° I w n 20'5" T-5" LL 9 �—IZ CW12x72— I u p I I � L {�— I 8 11 aP R � O it F•24 4 c I o .N aI UP TO 2ND FLOOR 4"1 CH VC� SE T-8" I (FIELD VERIFY EXACT I LOCATION) 5 ;; O �i I 1.1 3'-0" : = e I ESSL-AB'4 0 2'-8" 9'-4" ^ 3 m %� �3 TRANSSTEEL °FER I ' I I 0 24" O.C. MAX OI N I 2 J.0'-0" FIN. ELEV. N FIN. C� ONC. SLAB I �I to ILL ,. Lo j 2'-10" 16'-0" 2' 10" I6 4 4 ,ob L — — — — I�r FM•i8xf8 — — J m FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION i 01-0", 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 LAMS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. S. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE la" 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 WINDOWWDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND W#TH THE MANUFACTURES SPECIFICATIONS. 10' SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.12INDICATED #5 BAR, BNDICATES OBBAR, sDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6.381, 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 2,0(KPSF. 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 16. 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 5.18, USING: Fm= 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSD, UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER J OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 8Lh EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x8 W1.4xW1.40VER GENERAL 3 iR" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS. SAME SIZE QUANTITY AS BARS IN FOUNDATION. WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 12' CONTINUOUS 18" (2)#Vs - (+)0'-0" FM-t6x18 16' CONTINUOUS 19, (2)#5's «0'1" FM-20xl8 20' CONTINUOUS 18' - (2) #5's _ « T-U, FMC-t6x18 16" CONTINUOUS 16, - (2)#6% VARIES CW-12x12 17, SEE PLAN 12" - (2) #5's - « 0-0• CWCAW2 17' SEE PLVARIES F-24x24 24" 24" 17' (2) #5's (2) #5's + 0'-0" TE-1 8" 1 - (1) #5's - 0'-4" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesWWoup.com L AA #: 0003325 - anon; svansv. as Loae SILVERADO LOT #51 BLK. #6 aneo$=T04128.00 0 61 bwDsis 4EHB "2605— HAYDEN" OARAGS swDMs RIGHT PACM FOUNDATION PLAN 150 MPH EXP. B 30" MIN. EACH WAY t MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED • , •. ^Tv, CELL SEE PLAN FOR SIZE AND :9 p; CELL SEE PLAN FOR SIZE AND •_— a '. , Q SPACING REQUIREMENTS p SPACING REQUIREMENTS v`•- _ 1 J GARAGE DOOR RECESS RECESS ' W Z 6" CMU WALL 8" CMU WALL 1I ♦ CORNER BARS, SAME SIZE AS BAR W = �` O m o n ? IN FOUNDATION WITH 3P' LEG EACH w WAY AT ALL CHANGES IN DIRECTIONS U 07 v1 TOP OF SLAB00 TOP OF SLAB I v . SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS .I•I• ?Ir CURB FOR • • a EXT. PORCH SLAB W/ 1/2" ISOLATION SEE SLAB SCHEDULE BAR SIZE 46 BAR DIA 4" CHAMFER (I -STORY) #3 18" . EXT. PORCH SLAB .' - V I•I -SEE SLAB SCHEDULE TOP OF GARAGE 4" CHAMFER (1STORV) Ili ILL '"' w. CONTINUOUS STEEL MONOLITHIC • FOOTING REINFORCEMENT SEE SCHEDULE --Ly `- 7b" MASONRY UNITS SET AT ELEV: JOINT (WHERE ! e •'e 6" CHAMFER (2-STORY) #4 24" W/ 1/2" ISgA710N . 6" CHAMFER (2-STORY) ! .. 0� APPLICABLE) z SEE SCHEDULE 30, JOINT (WHERE. APPLICABLE) •! i EE SCHEDULE Z 4. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR BAR SIZE FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST BAR AND BAR QUANTITY N AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO 7 MONO-FOOTING%,"�EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE ,EXTERIOR scnLE:3a"=1'-a' ` GARAGE SCALE:34"=1'-0 , CORNER BARS DETAIL 4 DOOR OPENING v SCALE: 3/4"=1'•0" SCALE: 3/4"=1'-0' LAP TOP PLATE A MIN. OF 41" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" OfC BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING w WALL W/ SYP No 2 STUDS SEE 2" CAPPED W a I PLANS FOR SPACING. SINGLE GALVANIZED PIPE p NEW REINF. BAR N BTM. PLATE TO BE PT. W/FLANGE 0 BASE O a SECURED Wf2-PART IL g EPDXY.MIN. EMBED PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY q J S 6", UNO NAIL 16" O/C STAGGERED. S p FOLLOW ALL MANF. SPECIFICATIONS FOR SECURE FLANGE 70 rn USE AND SLAB W/ 4 1/4" X 2 19' TAPCONS) aPREPARATION OF if W HOLE. w SLAB SCHEDULE J , a QO TOP OF SLAB [SEE 4` CHAMFER (I-STORY)`��` •=4 6` CHAMFER (2STORY)"4 EQ. EQ. EE SCHEDULE BOLLARD FOR MD. BAR SIZE 5 AND BAR QUANTITY SCALE. 3/4-1-0^ ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL r��.6MONOLITHIC FOUNDATION '-0 SCALE: 3(4"=1" (NO UPLIFT) LAP TOP PLATE A MIN. OF 46' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. POURED LINTEL CONT. (TYP.) S" CMU FILLED CELL (7YP.) SEE SLAB SCHEDULE 2X WALL FRAMING W IT' DIA USP 7250M BOLTS S" TOP OF SLAB'4• MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 111" O.C. VERTICALLY MAX SEE SCHEDULE FOR WXD, BAR SIZE AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRIG WALL TO scAE:3a"=1'-a' UPLIFT) BLOCK WALL CONNECTION (NO d N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-774-4078 wwwAbdes*kgroup.com AA 4: 0003325 , a O 3� 9 "I sumirv. ae Lom SILVERADO LOT #51 BLK- #6 PnoJmCT 04128.002-51061 1LOaigLt 4EHB 1t2605- HAYDEN" GARAGZ WWDal: RIGHT PAGIM DETAILS 150 MPH EXP. B IDATM1/17/19 IICALS: 1/4"=1•-0" >l3ICET S1.1A FIRST FLOOR DOWEL PLAN SCALE: 714" = V-0" 1441 N. RONALD REAQAN BLVD. LONQWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdmigngroup.com L AA M: 0003325 avaniv. ae Lom SILVERADO LOT #51 BLK. #6 [pnoamTop 04128.002-51061 mox"m 4EHB 2605- HAYDEN" GAnAGm 11WENGt RIGHT PAGM FIRST FLOOR DOWEL PLAN 150 MPH EXP. B m a ABOUCHACRA as ro 7as J DA1/17/19 scAMM 1/4"=1'-0" muccT 51.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W1 IO'HOOK -GROUTED BOND BEAM p CLEAN OUT REQUIRED FOR INSPECTION TIE'/ERTICAL REBAR 4� b + TO HORIZONTAL _• REBAR W/ 1IT HOOK �L BAR SIZE 148 BAR DIA Z_ W #3 18 ? #4 #b #S#7 id HORIZONTALNERTICAL REINFORCING � SCALE: 3/4"=i -0' OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA #3 1 1 B" METHOD #4 1 24" HORIZONTAUVERTICAL #5 1 30" �1 #8 36- SCALEREI: 3!NFORCING L 42" #7 47 #5 BARS ■ mb 8" P1. Elij 1T -0 CMU UNIT DIMENSIONS ARE NOMINAL SIZES O MASONRY SYMBOLS O SCALE 314"=V-' 1441 N. RONALD REAOAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774.4078 wwwsbdesigngmup.com AA #: 0003328 M O a R ixnmzv. as LOP SILVERADO LOT #51 BLK. #6 PROD ' 42. — 01 xoazA 4EHB "2605— HAYDEN" oARAOX OWEWOt RIGHT PAOM DETAILS 150 MPH EXP. B AR No Y07?s aA 1/17/19 mCAIM 1/771-o" S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA18 W/ (9)10d x 1 1/2" HDG NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 10 HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1 Od 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 N 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 (41. 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 21K MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 POS36, .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 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK (P 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, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (c SIZEREMARKS REINFORCEMENT STIRRUPS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x18 (1)#5 (i)#6 N/A GROUTED SOLID 8B2 MASONRY 3000 BXB (1)*5 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS 8" PRECAST & PRESTRESSED FOR U-LINTELS I SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD • POUNDS PER LINEAR FOOT 41wa�arw SAFP LFOAD SAFE LOAD •POUNDS PER LINEAR FOOT TYPE LENGTH 01" aF7a4a IPI10a "M 0" V" OOaaa TYPE LENGTH an RCMU TYPE LENGTH 0647 Oast 1Fr"tT arwn 8F',F1T 17tltt @Mit aFetr aFa4m raw 1H►ft watt waT 1,6atT Nw ai4B r,bU 1rts4a Wilma raHa a7sw Oaim c4n PRECAST ml Itl no wN 1w1 3+0• (4r) PRECAST I= I= taa 3,O' M PRECAST 1tl 7111 8111 4m 11e NN 7w aar ,IN Nw . 4e. ,. „tl ttl atl aw aN 6tl am 1w (4a') PROCABT 11aa s11 am aw1 4tl wN n1/ NOT �' (�) PRBOMT 7a6 7S3 1309 44r On PRECAST 1aq NO/ toe Saw 4m 1tl 4m ara as Nw n0 eN am frw qw ww 3W 3M 4m 4w6 6m ra• (64'► PgECJ16T 1a3e rw rile wN m 4m sae ew rr (�') PRECAST 6O2 391 to7a 41B 0649 PRECAST ,m wr aNr =6 ar 47n wn no 4m ant Ia0 tw ,awl ,fee 1wr se 3M am 4m 4nl em PRECAST 1217 rlo im 1"a 9°e Nw small 4 w B-r l64'1 PRECAST bi 411 716 r4• 1049 PRECAST +w l am ww ww am 4tl ,m 1ow ON 7W lm 179 aw fpe atl am 4m 9-id' p6•) PRECAST ,66'll „rib 117a ON ww wr Ow6 am S-i0` (i6`) PRECAST 316 886 6,8 B-to• Cam') T tl 3e11 a1N 4M wl La 4m TY7 wl w1 IW ee we 3101 aw0 41N r�r' (►n PRECAST 306 +tl am atl NN aM 4m am ra' pr) PRECAST 6oT 721 4O0 ate' (7a•) PRECAST tl aae aw m1 am are eN atl m f4a ,w atl 2M aw 3nf T'd' Wr► PRECAST 74a Td• (90•► PRECAST 424 634 3a Rr l3a') vr�xAsr „eN/ im awl am own SO31111 WN am 7v we im aria Nw aria atl r4• , PRECAST p 6� tl lie ,tl sw Nw am Nw r4' (H2� PRECAST 926 612 23o rr m3i PRECAST w Na t /N Nw 1e tar wr am are w m 1a6 1tl +1w 101f' (121� vMCAST 476 tl m OF 70w an art art tae' (12O'i PRECAST 2f14 401 tee trr per► PRt3CAST tl m *% , w1 m nw lea we am m tl 11N W2 Im m aw 114• (13n PRECAST 382 tl 16 1w ftl am Na 4tl „4' (ISM PRECAST 280 452 154 11'•4• (tar) PRBMST m aM m ,N7 ,N law tl 96 I= 611 am Na 4tl w tl W2 11a ,Nam Nw ,210• (,44'1 PRECMT 33T 1w w ,w ,w aW a1w am 12W (14r) PRECAST 344 402 18T 1Z0' ry44� PRECAST m 4w m tl /1 i t111 ss m ae ,w am ass law m 4w tl I= m am t34' (,80') PRECAST a3e 4" tw ,m us ,tl a►w awt +�' (+� PRECAST 2t7 324 Ito 1r4' (13D") PRECAST 418 tl tl m NI , tar 4" = ww ,4N "a aaw atl 40 4w M 1181 1„ lap trr (ISM PRECAST 4N 1N ,1e x,a am 14L0` (,e6y PRECAST 206 2i8 100 1r-0" (1OB) PRECAST w tl tl 7N M. , l"a 4w tea IOm lw 6a 2m atl Oro 4u ilyj imm 1 t Le 74'4' (17a') PNE67R316® NA MM W W W Ww 1M' (,76h RTE97R:aW Nit 234 Ot trd (17a') PRE81 w WI m w mj w tl w im. We ,N 11N ,w tl m ,m rn aa6 MY via I"(1047 PRi67RBi0m N.R N®R fw NA ,w IN low (,64') PIt NA m as 1"( m PR13iA w 280 aw w tl a6 A 1a tl 7e N1 , 1tl 412 sr m Ow same moo saw 174• (10r) P4 NR ,a wM MR NR 6, ,e ptlr) PRlSI Nit 1M O4 174• x" 7'R w7 tw w4w tl MA w 70 tl 1 111 !00 w 1011 m w w saw "m ,M w174• tr4' (?,t2') fYFd'II NA M M M MI tom' Q NA /N 62 1r4' PR8a111Na� 1N M >w tl W 40m 40 Mm rime Nl aR 10111m M Isar m m m ter "a ,6" Ina 21w (736') PR6tlREBaED N.R. M IN NA el sal NI 1 MI 1W 21W on PRE R. N t23 42 214• OM PR®IRBBED ,e w w 80 m tl w m m tl tl w let 1e ae m 66 11% law ,/86 28'•D' (2N� PRP1iTRTA3� NA M M la, M all ( ') PIS NA 1fe 40 2iP owl PIS 1a to M m 41e tl tl w 3" m w im an an to UI m 179 m as er 86 tl 416 tl 40 /w W, 200 PWI PWMUM NA Mt Ida M M4 M 204r Pan R MR I M M W4r PanPRiBTRINIM W tl N/ m 4N ON w m 1w tl m w w nw 1w! (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED RESAR. (a)THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. ALL VALUES TAKW FROM WM WAD TABLET BYCAMREIE WY 2016 ElM10N • PRECAST PRODIXM BY OTHMTO MEET OR EMWVA LM STATED ABOVE ALL PMCAOTPRODUC78 ARE TO BE NOTMLSD PER MANUFACTURBB6PEOFMTOM • PW4=3w4883A COF SPMM PAST EACH ODE OF WODOW OP8131M PRODUCT CONTROL NOTICE OF ACCEPTANCE F. E. C. P. CORPORATION-0ASTELRETE DIVISION ACCEPTANCE #: 16-0126,03 FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.7744078 W W W.abdesWngro0P.com L AA S: 0003325 d 0 ,i SILVERADO LOT #51 BLK" #6 PlIOJ�CT 04128.0 0 —51061 moasu 4EHB "2605— HAYDEN" GARAOX OWD401 RIGHT PAGO FIRST FLOOR LIFT BEAM PLAN AND NOTES 150 MPH EXP. B #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR V# 10" HOOK \\ G�\h l000 PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. ° Ns O 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 REWIRED BEARING HEIGHT. 4, THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED $O 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 S. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. F = FILLED W/ GROUT 30" TYPICAL t� U = UNFILLED NI # OF #5'S, IN 2ND BOND WIDTMBEAM COURSE NAL #5 BAR IN BOND BEAM io-0 16-1T/1 / B NOMINALHEIGHT # OF 95'8, TOP CORNER BOND BEAM COURSE REINFORCING OF BOND BEAM IT IS THIS ENGINEER'S INTENT 0OF#5'S, BOTTOM 1 THAT XFXX-1TM M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL SCALE: 3/4"=1'-0" AND XFXX- 1T/OM/OB INDICATES A SINGLE BONDBEAM OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM 1--#5 MIN. REWIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS 3 AT CORNER STEP SCALE: 3f4"=T-0' WINDOW PRE -CAST +31AS' WINDOW 4. SILL Z SLOPE TYPICAL MASONRY WINDOW 4 SILL CONSTRUCTION SCALE: 1 1/2"=1'-O' SINGLE #5 CORNER 1 OF BAR, 30x3O TURNED UP OR TURNED DOWN INTO STEEL REINF. FILLED CELL BOND. BEAM PROVIDE #5 SAR AT EACH SIDE STEEL REINR OF — OF ELEVATION BOND. BEAM — CHANCE CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3l4'=1'-O' TYP. Vkd" 61 BOND BEAM TYP. B"x18" Ip BOND BEAM m_ *-Ri4 #5 Bx18 OSL. BOND TOP OF BEAM W/(1)#5 BAR 14 BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF i. W/ (1) #5 BAR .y�: BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM 8z8 PRE -CAST CONCRETE LINTEL W/ (1) 05 BAR (1-2) MASONRY LENGTH OF BAR = WIDTH OF OPENING-2" OR BEAM DESIGNATION 2 8z8 PRE -CAST CONCRETE SCALE: 3/4'=1'-0' LINTEL, W/O STEEL (LI) REFER TO PLAN FOR LOCATIONS rno . WOODBEOTI011 FABTBBI3PACINS d. =P' MIN, 2 f MAX a = 2 -' MIN, 9" MAX pm &=1 t"MIN, 2}"MAX ea = t'MIN, 2 ? MAX d. =2" MIN, 2 �' MAX a = 2 t MIN, V' MAX W� }'MIN, 2 e MAX ee : t' MIN, 2 e MAX d.=Y'MIN, 2 e MAX a = 2 t'MIN, 9" MAX i"MIN, 2}"MAX ea = t' MIN, 2 e MAX 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS NOTE: • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 �' OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d. = END DISTANCE a = SPACING BETWEEN ADJACENT FASTENERS INA ROW % = SPACING BETWEEN ROWS OF FASTENERS ea = EDGE DISTANCE DOUBLE STUD W/ 10d NAIL ATTACHMENT $ SCALE: N.T.S. alp 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774-4078 www.abdeslggmup.com AA #: 0003325 �annn; summ A# LOTS SILVERADO LOT #51 BLK. #6 PMJMT 04128.002-51061 swDEMA 4EHB f/2605- HAYDEN" OAAAOX swank RIGHT PAGI: DETAILS 150 MPH EXP. B AR NO 06723 A DAM 1/17/19 ecALM 1/4e=1'-0" NQ?ECT S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA1S W (9)10d x 1 1!Y HDG NAILS. SMALL JACKS <9' MAY BE NAILED W (10)d x 1 IW FOG NALS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO 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 REVIEWAND APPROVAL. 9. PLACE 20 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 (M18" 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 SHALL BE FABRICATED W/ A 2x8 STM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE & BABE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD 1 4X8 (3 )5"x5 X") SYP. USP HTT4 W/SB" DA 5/S3.1A PT., WOOD POST x 5" EXP. BOLT FIRE DRAFTSTOP 3/4" SUB FLOOR 2X4 NAILER FOR DRAFT PRE-ENG. STOP FUR. TRUSS ELEV. VIEW PRE-ENG. FLR. JOISTS 3/4" PLYWOOD DRAFTSTOP PRE-ENG. FUR. JOISTS 2X4 NAILER FOR DRAFTSTOP 3/4" PLYWOOD DRAFTSTOP PLAN VIEW DRAFT STOP DETAILS or+omm wwAuwkw LOUM>!8"2 W1(4' WEDGE BOLTS AND (4) WB3 WOOD SCREWBTOOIRDER, 2" 3,, FIRST FLOOR FRAMING PLAN SCALE: 11C - 1'-0" •i N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774-4078 www.abdealgngroup.00m AA a: 0003325 iVaDIV. Ae LOTs SILVERADO LOT #51 BLK" #6 PnOJWT 04 0 - 1061 MOD= 4EHB "2605- HAYDEN" GAnAGa awINCk RIGHT PAGI FIRST FLOOR FRAMING PLAN L150 MPH EXP. B NGINEERED WOOD TRUSSES PLYWOOD SHEATHING, SEE 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR RAWINGS FOR REVIEW SHEATHING NO APPROVAL FASTENER SCHEDULE" PLYWOOD SHEATHINQ SEE 2) USP HTA16 TRUSS ANCHOR 'ROOF/WALUFLOOR TH (9) 10d x 1 12' NAILS TO SHEATHING RLISS EA. PROVIDE 4" MINIMUM NOTE: FOR (A) VW SINGLE FASTENER SCHEDULE" ONCRETE EMBEDMENT. DBL PLY, A PT SYP 027X6'1(44T A-(1)USP HTA16 TRUSS ANCHOR WITH (9) TRAP, 1 EACH SIDE WRAPS UP MAY BE ADDED VW 10d 10d x 1 12" TO TRUSS. FL#117680 ND OVER TRUSS (NOT NAILS, 2 ROWS, 3' OAC TO B-(2) USP HTA16 TRUSS ANCHOR WITH (9) FACILITATE 24-LY 10d x 1 1/7' TO TRUSS EA STRAP. FL#17B80 SOWN) SOWN) IN CONJUNCTION WITH CONNECTOR. DBL STRAP, 1 EACH SIDE WRAPS UP AND EAVY UPLIFT CONNECTOR OVER TRUSS (NOT SHOWN) L#17680 (A) LISP LGT2 W/ (5) 1/4'k3" POWERS HEDGE x2, 2x WOOD FASCIA BOLT& (16) 16 GALV. NAILS TO TRUSS (2PLY) SEE ARCHITECTURAL #FL17240 (NOT SHOWN) N SECURED W1(3I 18d USP RFUS STEEL CONNECTOR WITH (4) 3ALV. COMMON NAILS. ENGINEERED WOOD 3/4 3/4"xe" WEDGE BOLTS AND x2 SECURED WV'tOtl TRUSSES 24" O/C, 1z2, 2z WOOD FASCIA (12) WS3 SCREWS FU18223 ]ALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL T O/C FOR REVIEW 2x SECURED W/ (3)16d AND APPROVAL GALV. COMMON NAILS. IF 4 BOLTS ARE USED 1.2 SECURED W910d MASONRY BOND ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS BEAM SOLID, 8" EACH WAY OF BOLTS MASONRY BOND BEAM 12, O/C SEE SCHEDULE SEE SCHEDULE A ALLOWABLE UPLIFT = U:3980 LBS, L1785 LBS (2PLV) A ALLOWABLE UPLIFT = U:1870 LBS, L710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) TYPICAL TRUSS/ 1A 16 TYPICAL ROOF GIRDER CONNECTOR(S) 5CALE 4!'=1 ?A 26 SCALE: GIRDER CONNECTORS) # 1176 UPLIFT USP HTWM20 W/1010d TO TRUSS AND (4) 1/4" x 2 1/4" TAPCONS TO CONT POURED LINTEL # 1900 UPLIFT (2) USP HTWM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W11010d TO TRUSS AND (4)1 /4" x 2 i/4" TAPCONS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. 2' COVER 2" APART REPAIR OF MULTIPLE 3 MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4"=1'-a' (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 3/4" T & G SUBFLOOR GLUED AND BRACE W/ (3) 12d 0 EA TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS(DIAG. BRACE TO X-BRACING IS PRESENTAT LSTA1220 GAUGE COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING W/ 10dxl2 HPG COMMON NAILS. SEAMS) 0'-0" TO 30'-0" (1)'9P BRACE C EACH END TOTAL OF 10 30'-1" TO 80'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE 0 CENTER TO BLK W/ CIA FLOOR (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" L W/ GIRDER 41 FROM CENTER TO END. WASHER SET IN HIGH — 2x WOOD FASCIA, STRENGTH EPDXY &' SEE ARCHITECTURAL MIN. EMBED. AT 37'OC MAX PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/12d's 8' PRE-ENG FLOOR TRUSS STIFFBACK (AS PER O.C. MAX 518. GYPSUM BOARD OR 12' HIGH TRUSS ENG ) ONT. 2x4 SECURED W/ STRENGTH CLG. BOARD (2) tOtl's it EACH TRUSS SECURE TRUSS TO TOP PLATE W I2) TO BE INSTALLED a Nil 16d TOENAILS 10'-0" O.C. MAX. DOUBLE TOP PLATE 6 A.B. WITH BEDMENT (20)16d x SCHEDULE FOR SEEBOND 2x4 OR 2x6 WOOD BEARING S TO POST. BEAM REO WALL W/ SYP No 2 STUDS SEE DIRECYPLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. 4'T PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 12"GYP. WL 80. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE 3/4`1'-0° GIRDER1WOOD POST CONNECTIONS 5 . SCALE: 3W=V-0' 4 FLOOR TRUSS CONNECTION @ L.B.W. scALE: as"=r-a' (NO UPLIFT) OUTER 1/3 OF SPAN ONLY BTM. — PLATE DEPTH 114"D —HOLE EDGE>5/9' —HOLE DIAMETER < 2/5"13 SGL. STUD STUD NOTCHING $ AND BORING LIMITS EDGE>5/6' HOLE DIAMETER < 3/5'0 DBL. STUD A - USP THDH26 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4' USP WEDGE-BOLT/J-BOLT, 5' MIN. EMBED (20) 16d GALV. COMMON NAILS AND (8) 16d VALV. COMMON NAILS. FL#17232 B - USPTHOH26 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4" USP WEDGEAOLT/J-BOLT, S" MIN. EMBED (20) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 C - USP THDH28-2 G < 2400 LBS, U < 2560 LBS W/ (2) 3/4- USP WEDGE-BOLT/J-BOLT, S" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 D - USP THDH28-2 G < 4800 LBS, U < 2650 LBS W/ (4) WN" USP WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (38) 18d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 E - USP THDH28-3 G < 4800 LBS, U < 2850 LBS VW (4) 3(4- USP WEDGE-BOLT/J43OLT, 5' MIN. EMBED (36) 18d GALV. COMMON NAILS AND (10)16d VALV. COMMON WAILS. FUMT232 WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=1'-0' D-= 5'EDGE CENTRAL SPACING SPACING SEE SEE TR HEDUL SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE IQj 5 12" MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 8' ALL AROUND BOLT. Z 2. END OF FRONT AND REAR LEDGER SHOULD °D LAP A MIN OF 4'4'. 3, ALL BOLTS TO HAVE WASHERS = j§ 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY to CLOSER THAN 6' O/C. 5. IN LIEU OF HILTI PAPS, 1/4" DIA x 3" MASONRY (2) _ PT SCREWS (TAPCONS) MAY BE USED, SAME LEDGER SCHEDULE MARK SIZE BOLT SRE EDGEV ILIA' CORM WACM A DOUBLE 2.9 12" 8" CAC 16' O/C B DOUBLE 2x8 3/4" W O/C 24" O/C C DOUBLE 2K10 1/2, 8" O/C 16, O/C D DOUBLE 2K10 314" 8" or 24" OTC E DOUBLE Z110 3/P' 6" CAC 18' O/C F DOUBLE 2K12 3/4" 6" O/C I 12 O/C s WOOD LEDGER DETAIL SCALE: 3/4"=T-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 TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3J4"=1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6079 FAX: 407-774-4078 www.a bdesig iWoup.dom L AA #: 0003325 h 8 b O 3�` R a --1 OUNDIR & LOTS SILVERADO LOT #51 BLK. # 6 1 2'0 -510 a[oale�s 4EHB "2605- HAYDEN" GARAas OwDINCH RIGHT PAGIM DETAILS 150 MPH EXP. B DA1/17/19 OCAM 1/4"=1'-0" Omzw S3.1A FLOOR DECK USP LFTA6 VW (16) Sd COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING USP LFTA6 W/ (16) Sd COM-- u 1 e EACH END FL#17244 DBL PT 2x" BLK'NG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1ST PLY INTO LEDGER AND 10d 0 3" O.C. STAGGERED UPPER PLY INTO 24 BELOW 8" CMU WAIL — REINF PER PLAN O O #8 WOOD SCREWS x 2" LONG ® 3" O.C.; STAGGERED OFF CENTERLINE OFF24 «� 3/4" AS SHOWN USP A3 EA TRUSS �/4" NABJNG PATTERN #8 WOOD SCREWS x 2' LONG ® 3' O.C.; STAGGERED NI AS SHOWN DBL 2XII 11 R TO CMU W/ 1/2" EXP. BOLT 8" CMU WALL AT 18" O.C. MID B" FROM jry REINF PER PLAN END WI IN 6-112' EMBED. FLOOR DECK P T R:r I Iy'��` /4., gig NAIL �IDF IQ PATTERN Ra 2x6 PT TERMINATION BTEI 2x4 57RONGBACK SECURED TO BLOCKING SECURED TO WALL PRE-ENGINEERED WOOD 24" MA) EACH TRUSS W/ (3)16d COMMON W/ (6) 3/16" ° x 4 TAPCONB PRE-ENGINEERED WOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILS PROVIDE 2-TRUSS LAP 1X2 FIRE -STOP FRAMING TRUSSES NAILER W# FRAMINGPLAN) SPLICE LOCATED EITHER TOP OR �DBL 2X LEDGER FRAMING PLAN) MASONRY NAILS BOTTOMCAOF FLOOR TRUSS, USP SPTH41S. TM. 12' O.C. SEE SCHEDULE TYPILLY 10'-0" BUT REFER TO FLOOR TRUSS OR PLATE STRAPS 4W 10d x 1 1X2 FIRESTOP 49 TRUSS ENGINEERING GIRDER TRUSS 1/2" HOG NAILS FL#17238 SECTION DETAIL SECTION DETAIL 2x4 STRONGBACK, WALL / FLOOR FRAMING, AT TRUSSES BEARING AT TRUSSES PARALLEL FLOOR BRACING 2 TRUSS PARALLEL TO WALL S ON EXTERIOR WALL 4 TO EXTERIOR WALL 1 SCALE: 3/4"=1'-0 SCALE: 3 4"=1'-0" SCALE: 3/4"=1'-0' PRE-ENG GABLE TRUSS DBL PT 2x6 BLKNG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1ST PLY 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT INTO LEDGER AND tOtl 3" O.C. #8 WOOD SCREWS Q PRE-ENG'D WOOD STAGGERED UPPER PLY INTO 2x6 x 2" LONG @ 3" O.C.; SHEATHING SEAMS) (BLOCKING TRUSS (TYP) G 24" O.C. BELOW STAGGERED OFF N� NOT SHOWN FOR CLARITY) MAX CENTERLINE OFF 2x6; „IIBIIIIBBIIIIr Q 3/4" AS SHOWN DBL 2X8 LEDGER1. 8" CMU WALL TO CMU W/ ,G EXP. BOLT M� REINF PER PLAN AT 18" O.C. AND 8' FROM END W/ MIN 6-1D EMBED. FOR STRAPPING Q VERIFY PER ELEVATION FLOOR DEC 14" SECURE 2x6 PT. PLATE TO BILK W/ TRUSS PLAN a "'Y W/ 1/2" DIA. ANCHOR BOLT W/2"x WA6HER SET IN HIGH �00 !Mi TTATP� �T STRENGTH EPDXY 6" MIN. SO EMBED. AT 32"ECURE GABLE TO OC MAX I PLATE W// 12d's W O.Ci6MAX 2x4 P.T. CEILING wino FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS ®12'o.c. REPAIR DETAIL IF X2 FIRESTOP LEDGER INSTALLED TOO LOW AT TRUSSES PARALLEL 5 TO EXTERIOR WALL SCALE: 3/4"= --0" CONC. POURED LINTEL COURSE —CONT. 2x4 SECURED W/12)101's® EACH TRUSS TO BE INSTALLED ® 101-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG $ GABLE TRUSS @ CMU WALL SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abde#LBngroup.com AA #: 0003326 ;anon, aysa:v ae roat SILVERADO LOT #51 BLK° # 6 P1�OJ�O 42. T --5061 mos"m 4EHB "2605- HAYDEN" GARAGs MITaNM RIGHT Pwon: DETAILS 150 MPH EXP. B PRE-ENGINEERED VALLEY TRUSS CC N.T.S. 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH: 407-7744078 FAX: 407-774-4078 www.abdesWWoup.com AA N: 0003328 iI�llllll, MMMOIN SILVERADO LOT #51 BLK. #6 PROJMTIP 04128.002-51061 MOaENU 4EHB "2605— HAYDEN" GAP-40Z awnack RIGHT PAGE: DETAILS 150 MPH EXP. B 1/17/19 aCALM 1/4"=1'-0" orals= s3.1c SECOND FLOOR DECK PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH: 407.1744078 FAX: 407-774.4078 www.abdeaWngroup.eom AA 8: 0003325 sUMIV. Aa mmm" SILVERADO LOT #51 BLK #6 lleOJnCT 04128.001-51061 MOD3ia 4EHB "2605— HAYDEN" GARAOX OWIM02 RIGHT VACS: SECOND FLOOR DECK PLAN 150 MPH EXP. B DM DATE: s1/17/19 8CA&M 1/4"=1'-0" alsmr S4 L441 N. RONALD REAOAN SLVD. LONGWOOD, FL 22780 PH: 407-7746078 FAX: 407-774-4078 www.abdesWngroup.com L AA R: 0003325 BIIIIII anon, Svan:v & Loan SILVERADO LOT #51 BLK. #6 P1�OJ�CT 04128.001-51061 moaau 4EHB "2605- HAYDEN" wztAGs 8V na7o: RIGHT PACE: SECOND FLOOR DOWEL PLAN 150 MPH EXP. B SECOND FLOOR DOWEL PLAN SCALE: ,,4" a V-0" FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTAIe WT (9)100 x 1 12" HDG NAILS. SMALL JACKS < 9' MAY BE NAILED WO (10)d x 1 12" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 12" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ i Od x 1 12" HDG NAILS, FILL ALL HOLES, 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED 94 ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. UNTELS 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 WALL 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 PIIS36, .177" " x 2 7/8" LONG, WITH WASHER Q 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOV%N 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 DE;BC.�RIFKION REMARK 0 (2)2XII BEAM SCHEDULE INDICATES OPENING BELOW / T.O. B. = TOP OF BEAM I B.O.L. = BOTTOM OF LINTEL / T.O.A = TOP OF ARCH I T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) SIZE REINFORCEMENT STIRRUPS REMARKS STM. TOP MID SIZE SPACING BB1 MASONRY 3000 808 (1)4S (1)#5 N/A GROUTED SOLID 882 MASONRY 3000 BxB 11)#5 N/A GROUTED 90LID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS 8" PRECAST & PRESTRESSED FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-UNTELS SAFE LOAD -POUNDS PER LINEAR FOOT �F466A SAPS AD SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH SIM Mae M1.a pae wan "a IFM4a IFae Mere IFaw m41 lmm w" pwe Maw TYPE LENGTH SM an ROAEI TYPE LENGTH p04T M•tr rM-rt Mroal W*" aFt14t aFlPtt amaT M1wtT pawl Maly e►»1! Melly Mawr Sd (4T) PAEG6T 2231 ww "M ma Mww M loom 8'd {44') PRECAST 1026 10 9/ 16M 3L6• i PREf:A67 tM m um 4m Ml mw ,am M4M Na iw Well mu 1tM tow few aM 4M eM xw lam r-0' (439 PRECAST 1oe6 wm 2 m ew 46 7004 eIp 4 ° {48'► T 7e6 T63 1309 rd (48i T an aM aM Me 46w eai ape aM 4M ma 7w ON mM line ma alp III as 4aA am 4a41 rx (61') Pi8:TJ16T 1611 Mw ma Mm mw 4m em eaw 416" (�') PRECAST 012 691 10T8 bte• (64T'j PRECA87 ap aM am ala 40w 4m, wa !ae 4a/l ma Tw wla 10a{ ItM iw 1010 alp elf 4M 4mt eIw Bi• (8r) PREOASf 12t7 nM ,m ,M ww SM ww 4aM Si' le4') PREGIBT 411 411 746 114• � PRECAST IM 1 aaw ape aM am bm ,ew a010 w6 7w 1eN +la Me apt w11 e101 41Y F-17 (in PRECJIBT "a lug lm ,wl alw WE aew a6Y SLiw (in PRECAST SIC 339 $16 6L10' (In PRECAST M M. mp aM 4lN wI ew 4M 7M M iw law m mp em 4m S'd (16') PRECJV3T 16e me 21T/ use awl mol 4Ma sM SW (n9 PRECAST MY 721 410 Sd (m) PRECAST M Mo aM me mlr sM eM ero rw,n M 1a7 law fae me0 1 7M pta 716' WO') PRECAST 748 WII Ira m maM TLa• 1101 PRECAST 424 834 30S rd On PRECAST 7p aw = all Tm awl er awl up 7p tM tam aM No aw m 14" , P� n 664 Iw tw Nw =4 alw Me aaMt vi' n127 PRECAST 612 23D 1+P (1127 PRECAST M m n 1m m17 = In as 1M Wee{ fY1 M M 1Ne 7M IM LM aea ,Od (126� PRECAST 478 M we — 9M O7/ Sm Ma lai' (12r) PRECAST 401 18/ fad (12r) PRECAST m m as , Ml w ,M ma aM aleM M Iw um ,m aM aw 14• n� PMOW Set M M aw as am 3w 4M 1114• (136) FRECAB7 462 154 174' (13r) PREOW 04 M ell "W IN NM wt as an an a01 mp 4m 4w w I= 1M me MW nbn PREtY18T sit faWeIM/w4a,e14w tz v (114') FREDAtr E294 4/2 137 1?J (144) PRerJva'r 4w 7N,T-0' ea w mI Iwo am elite : a0 m M tm , ,m ape4nm (16D•) PRECAST 291 Iwomeaw414 134' (160') PREGMT 331 ,t0 I" n699 PRECAST M w m M i lM134• 4m m in us ,M Oa ws 4a 4w m Im tN I ap 1r-0' non PRECAST ve 4wmto tM 7a1 7MaM 14lT (111i PREC ST 203 100 144r (108) PRECAST M M m M 44 m aw "a Sep mp me 4" 4e 717 aw , 1 "Or 144' n76•) PRBBIA[M NA M M In M M In M I4Lr (1761 FRES7R N.R. 2M 91 1" ton PRA'IRBBED a me M M M M m M ew I m IN I1m lm 4Y m Ia10 mau6 Ma alit lvw (lot)PR7sTREem NA NR InInM #" 0 on 1Bi• (tar) PROTRC )1R 269 os 1sd nsn 711 D IN m M we 4w I New ep m m m1 Mw 412 roe "in Im am mea Iri' OM PRffi7REBSBD RR let M IM M M M NRumo M 17W Gm FRIG NA 194 94 me wn PRE111� M ,r 4w M M m M , m tM m /aa aw M M me m aMR ISi' Min PMWRMW RR NR M M M M M M I" wit PI4DIRS•2BED N.R. ,4S 62 ISd mn P7esTase D w 1w m M 4M 4p M 6M w, w ,ON- M Uff-1 tw uw tM IM 21w on PRB3iRWM RR IN M M a M 214• OM RNES, NA 125 42 i1t4' (2659 PRE3111MIED w in m M m M w 4w M M M M "see m ad M as 1114 aw aw 22W' t464'1 PR®T NA M In M M M 'a, M 2Z<o" PRE6TPESQED NA 716 q 270' Q64'1 PR83TAE33® ,a/ ,q a/ aw aw M ale ma 4w M w M M M ,s as M m lea law uw 34W (2N') PWOFMIED NA M M M M M M 2" Pit P 1 91 33 2" on PRM'IWMFD Is m m — w me M M ow 41e wow M Tom w M w M M w4 M Ina 1m (#)THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED RESAR. (#)THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR -ALLVAWEB TAKIN PROM WM (DAD TAKM aY CASTCPWM VAY 20W EDITION -PRECAST PRODUCTS EY OTNERS TO MEETOR EXCEbVAIUN STA7SID ABOVE -ALL PRECAST PROOUCTBARE TO BE 9MTALLED PER MAMJFACTUBSSPEDIWATRRA -PROVIDE IISMae C OF 861111101113 PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C. P. CORPORATIONCASTE-CRETE DIVISION ACCEPTANCE #: 1"l28.03 ---------------- ------ —----- ----- —--------- ----------- 8F1 8F18-1 T/OM/0B U.N.O. PROVIDE B82 VNiERE ROOF TRUSSES BEAR, TOP OF WALL EL IV-8" 1 1 ♦ , , 1 1 1 i 1 op 1 1� BFILIT/VW.--J------- 140 ; 1 1 1 1 ti 1-----------j---- 1 I 1 1 —} 8F18-iT O11E o — — — 8F18-1T/OMNB L---------, SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4"- 1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesWngroup.twm L AA #: 0003325 , �anm� 33trnaiv ee Loai SILVERADO LOT #51 BLK. #6 FROJ>DO 04128.002-51061 xoD]BIt 4EHB "2605— HAYDEN" GAPAGX DIVING: RIGHT FACIE SECOND FLOOR LIFT BEAM PLAN 150 MPH EXP. B 1/17/19 3)CALM 1/4"=1'-0" m3cmw 4. s5 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTAI8 II)N (9)10d x 1 12" HOG NAILS. SMALL JACKS < 9' MAY BE NAILED WI (10)4 x 1 12" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA WI (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 100 x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED W 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-). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER (m16" 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. TRIMS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE SIZE 6 BABE PLATE OR MARK DESCRIPTION REINFORCEMENT REMARK 4WD-1 4X6 (3)Q'x5M") SYP. USP HTT4 W/SB" DIA 5/S3.1A PT., WOOD POST x 5" EXP. BOLT 2 PLY U:-2574 0: 3113 2 PLY Ur1500 0:38DO lb:I 1 PLY �! X700( I \ ROOF FRAMING PLAN SCALE: 1/4" - V-0" 2 PLY U -2040 0:3054 LIMO 0:2100 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesWWoup.eom AA M: 0003325 stnmIV. At I'D SILVERADO LOT #51 BLK. #6 04 J T 06 mox" Lt 4EHB "2605- HAYDEN" OARAOR EIMINM RIGHT PALM ROOF FRAMING PLAN AND NOTES 150 MPH EXP. B I I oreLE-Ero TtwF WIND DESIGN NISSURES ZONE 1 -8.97 PSF (19.97) ZONE 2 - 17.98 PSF (27.98) ZONE 3 - 33.53 PSF (43.53) "A"- 4'-O" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT 10.18 ROOF DMPf1tAl#&! FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.S. OR It2" CDX EXT, PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 COX EXT. PLYWOOD, WITH Bid RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT e" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE ZA BLOCKING ALL PANEL JOINTS W IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN, LENGTH MIN. DIA SHANK TENSILE SR. SHANK 8d RING SHANK 2 1/2" 0. 120" 170,000 RING SCREW SHANK (16-20 RINGS PER INCH) 8d SCREW SHANK 21/7' 0, 12W PNEUMATIC SCREW -NAILS i, NAIL SIZE PER ASTM F1864 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION ([SANTA) ESR-1639 EXTERIOR GWATNSki USE 1/2' COX OR 7/18" O.S.B. PLY WITH Sd 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 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL 8d RING SHANK GUN NAILS ® 4" O.C. TOP & BOTTOM EDGES W . Z U u o J Z t0 Q2 2 ' a m TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR OAELE END FRAMING Bid RING SHANK GUN NAILS 012' O.C. IN FIELD or Sd x 2 10 SCREW SHANK PNEUMATIC SCREW -NAILS Q 12' 0,,C�ILJ FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS OMER& NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WTH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWNGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAW NGS. APPUCABLE BUILDING CODE STANDARDS: FBCR 2017, BN EDITION AG 318.14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASIDE 7-10 ANDAISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT MERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTNG AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION, THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND S1TE PREPARATION REQUIREMENTS AND SLAB-014-GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MNUMUM AGGREGATE SIZE SHALL BE 3W. WOOD: PROVIDE 6%AIR ENTRAINED CONCRETE 6910SED TO FAITH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL E)NOB® EDGES OF CONCRETE ARE TO BE CKAWGIE0 314'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND MODULUS OF PROVIDE 84AIL CONTINUOUS NEd11B2 POLYETHYLENE VAPOR BARRIER MEMBRIALL S.ABBONGROUND NIX RIIXCATED ON ELASTICITY- 1,400,000 PSI. ALL MOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SMALL BE DRAWINGS. SEAMS LAPPED 8 INCHES AND REAL®Y8M WII�NE THE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALLSE TEE' TO E TREATMENT: DISODIUM OF MELS FORWORK: CORROBORATE TETRAHEDRAL (DOT). .WOOD FOR STRUCTURAL USE SMALL BE TREATED FOR ANY FORMWORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0,42 PCFFOR DOT OR MORE. MAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSRUCTED IN ACCORDANCE WTHACI 347, W DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORMAMORK. CONTAINS MORE THAN %' OF HEARTWOOD. EXCLUSION" FROM THESE PLANS: MIN MUM NAILING PER FBCR 2017, ft 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 WTH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP 02. WELDED WIRE MESH: WELDED W RE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MI NIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. W RE MESH FOR SUBS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-O' OC, EACH WAY. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: TO WORK PERFORMED AND SHAL NOTIFY RE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A815 GRADE 00 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACEDIN 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 FABRICATION. HORIZONTAL AND VERTICAL SARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pat TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" 20 PST TOP CHORD -ror-orwirerit #5 BAR - 30' #7 BAR - 42' 10 pef BTM CHORD noncanwrre0t PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, UPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION, DEAD LOAD DEAD LOAD 15 pef TOP CHORD 20 psf TOP CHORD (7 "1' w/ ASPHALT SHINGLES) (10 psf Md No GYPCRETE) 10 psf BTM CHORD 5 psf SI M CHORD DEAD LOAD TO RESIST W ND UPLIFT'. 1 Opsf BALCONY LIVE LOAD 60 psi STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =110 MPH 3- SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY 11) SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPUANCE WITH THE DESIGNING INTENT OF RE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW W LL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS ICON - TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER IN ALL INSTANCES, THE CONTRACT DOCUMENTS W LL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDAMINI SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2.000 psf, FOOTING EXCAVATIONS AND SLAB 9U94RADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED 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-TECHNCAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT, WRITTEN CERTIFlCATION THAT RE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PROR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 7-1- PROR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C44 OR MFAWRNG, MXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE NIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MM/TES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBUTYOF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS A 3-FOR CONCRETE CAST AGAINST AND PERMANENTLY DFOSEDTO ENRH(FOUDATIONST B FOR CONCRETE EXPOSED TO EARTH AHDORWEATHER 1-1/2' FOR #5 AND SMALLER 2" FOR #8 AND LARGER C. FOR CONCRETE NOT.E)POSEDTO WEATHER 314- FOR SLABS, WALLS AND JOISTS 1-112-FOR WMM AND COLUMN PRWVRY REINFORCEMENT, TIES STIRRUPS ALL VERTICAL REINFORCING BARB IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WTH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS, DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER, MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (ACI 5301 ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-00, GRADE f. = 1500 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH ASTM C-478 AND SHALL PROVIDE A MI MMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3W COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE'TM" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDERASTM C-270 . HORIZONTALAND VERTICAL MORTAR JOINTS SHALL BE 3/8"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 ANCOR 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 BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHAL BE ASTM A38, FY = 38 ksi FORANGLES, PLATES, AND WSHAPES. SRUCTURAL TUBING SHALL BE ASTM ASW, GRADES, Fy= 46 low, STRUCTURAL PIPE SHALL BE ASTW3, GRADE B. TYPE E OR S, Fy =35 ku. 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 WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURNOFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS W THOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THENATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNEDAND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWNGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:. AND "TPIAVTCA BCSI V COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER W LL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTH ANSI A56.1-1982. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAW NGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAW NGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTON PLAN SHOW NG COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. W ND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7.10 COMPONENT AND CLADDING W ND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE'USP STRUCTURAL CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTAL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. FASTENER SCHEDULE WINDOW AND DOOR BUCKFASTENERS FASTENER APPLIUTION SIZE TYPE &PAC1N0 REMAT.O APPL1GTgJ Sim TYPE 3PAgN0 REMARxS tYt PTNRRNJ CASE IaRDFN®COL OMIGE DOOR BIIG( SEE.ETAL SEE DETAILSEE DETAIL SEEDETAIL MASONRY/CONC. NAIL11?LONG. S OC TO MA90NiVlOOro SGO, AL.IXT.DOOR9 CASE WNDBJ®COIL A'O.E WMDOwDOOR/FASTEN® OMAGEOOORBIICK SEE OETNL SEE GETNL SEE DETAL SEE DETAL II PT, SEEN 6 NAIL 11?LONG, 9TAOOBRED INTO 9�MRY/COIL TO M48DNRYIOJNC. YMIDOW_ CASE 1NR0@IEDC- S"qC WMwWNOORIFASTE1iED METALSTRAPTO CONTACT THIS ENGINEER FOR SPACING 1•1,9EE—. NALI III LONG. STAGGERED INTO MABONRYgONC. MASOM—coNC. REQUIREMENTS EXT. 81NINo mCR (?)311 A'W -TAPO-JN' 11Y1"EMBEDS'EID. NCTI9EAPoN3 N000 1o_ E%PAJ90N A"EMBED.<"BD 3x OF BUCK 1. PT SEE NOTE. NO WASH6i FA.—ICOC DIST.. 11?EOoE 018f WALL TO CONIC. BITS WI Wp91Hi BOLT DIST., 3'EDOEgei. PT WINDOW SUS( .. ""A"" S•Ox: VEND. D18T, 111 PT T To STEEL q)L..SEE W1 WAelER STAGGERED EDGE 013r NOTE. 11. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS • 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HALT X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN S. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WIN DOW AND DOOR SUCKS SHALL BE AS W DE OR W DER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. - 1441 N. RONALD REASAN BLVD. LONGWOOD, FL 32780 PH: 407.774.6078 FAX: 407-774-4078 wwwAbdeaWWouP.com AA N: 0003328 emm� suzwTv. as XIOM SILVERADO LOT #51 BLK. #6 PlwJwT 041 8. -5 061 1[ODEIC 4EHB 112605- HAYDEN"' GARAGs 8WENC: RIGHT PAGIM DETAILS 150 MPH EXP. B D •