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Home My WebLink About35820 Iron Redding Ct2 5 5 8 HAWTH RNE FOR: 20 ALL WORK $HALL COMPLY WITH PREIMILI� 11 (.,ODES FLORIDA BUILDING CODE, ")NA1 IONAL ELECTRIC CODE, CITY OF ZEPHYRHILLS DINANCES 1B R, H011TON 4-46'#DITNA REVIEW D E CITY OF ZEPHYRHI pLAN EXAMINER 12602 -rE=-L_EC:�C>M MRIVE=-, TAMPA, FL_ 33637 T4&1: (813) 740-9720 F=ax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUIU)ING 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 RM= BUM= C= MMMEMA4 6TH ME= (2017) -AM IMAT, AS SM W= -OCCUPANCY RESID&HIA1, GROUP R3 :CONSTRUCTION TYPE VB NN. WERIOR FM CLAM B -RASIC MD SPEED Vult=150 OR Vaod=110 MPH :EXPOSURE B I -STORY RESIDENCE .2-STORY REMENCE VAL HEIGHT AS PER IDCAL MD STATE CODES ABV. ABOVE A/C AIR CONDITIONING ADJ. ADJUSTABLE ALT. ALTEItNATE AMP AMPERAGE HD CL CENTFR L INE CAB, CABINET CL . CEILING CLR. CLEAR CONC CONCRETE CPT' CARPET C.T. CERAMIC TILE D. DRYER DBL DOUBLE D.G. DUAL GLAZED DIA. DIAMETER DIM DIMENSION DISP DISPOSAL UP. DEEP DR. DOM D.S. DOWNSPOUT D DETAIL D 'W: DISHWASHER EA. EACH ELE . ELEVATION EQ.V EQUAL F�Kfl EXHAUST EXT. EXTERIOR FG./FX FU(EDGLASS F.G. FUEL GAS I.. FINISH FL . FLOOR FLUOR. FLUORESCENT FILDR. FRENCH DOM FT . FOOTING GA. GAUGE CAR DISP. GARBAGE DISPOSAL G.F.I. GROUND -FAULT CIRCUIT INTERRUPTER GL� GLASS GYP BD. GYPSUM BOARD H.B. HOSE BIB H.C. HOLLOW CORE BDR, HEADER HOT OR ITT HEIGHT INSUL INSULATION INT. INTERIOR LAV. LAVATORY LUM LUMINOUS M.C. MEDICINE CABI1,MT MFR. MANUFACTURER MIN, MINIMUM M.T. METAL MTD. MOUNTIgrHOLD MTTI. METAL NT.S NOT TO SCALE O.C. ON CENTER PL PROPERTY LIKE P.B. PUSH BUTTON PH. PHONE PL . PLATE PLYWD PLYWOOD PR PAIR PJ PRESS TREATED R, RISER BAD RADIUS R-k RETURN AIR GRILL REFO REFRIG RM' ROOM ERATOR B.C. ROUGH OPENING SC. SOLID CORE EXT DR SD. SMOKE DETECTOR SH. SINGLE HUNG SHT. SHEET SHTHG SHEATHING SHWR_ SHOWER Sim SIMILAR SL, SLIDING SL. GL SLIDR40 GLASS S TD. STANDARD SWS SHEAR WAL SECTION TEAV TEMPEREDGLASS THK. THICK T.O.C. TOPOFCURB T O.P. TOP OF PLATE T.O.S. TOPOFS B TYR TYPICAL UMO, UNLESS NOTED OTHERWISE V� . VAPOR PROOF W, WASHER W/ WITH WD. WOOD WDW WINDOW W/H WATERHEATER W1. WROUGHT MON DATE DESCRIMON 06/25/19 ADIRID 150-C ENGINIMRING ARCHITECTURAL SHEET # DESCRIPTION w/u/19 ADDED STORE CAP NOTE TO FRONT ELEVATION G -C ;G _G N PG FLO - 1D PG A2B-ZMATION FRONT & BEAR LEFT At RIGHT %Vp 1-t C C PG f-pEt D ORODUCT APPROVAL LISTWG PG WAtifWW ASSEMBLY DETARB PG WA: tj ASSEMBLY DET PG WA3-WALL ASSEMBLY Dra PG WA4:W Vff tMY D PG WA5 Y DEH PG WA8-WA1L ASSEMBLY DETAILS 071MAO ADDED OpnONAL PENDENT UGHTING AT KUCEMN 10/14/19 UPDATED LED UORTS PER DJLRORTON 10/30/19 UPDATED 1ZD DETAIL BUINK38 PER DJLHORTON 11/00/19 Rzmw CULOUT ON FOUNVATWN I= INTERIM WALL N/ upil". 01/40/20 AWED $01PSON CONNEMBS LLO. USP STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6076 Fax: (407) 774-4078 SQ.Fwr. CALCS LIVIW* 2,531 Sa FT. 611 M FT 51 FT: COVEFMD LANAI 200 Sa FT. TOTAL 3AM Sa FT. STRUCTURAL SHEET # DESCRIPTION PG SI-FOUNDATION PLAN PG SLIA-DETAILS PG SI.2-DOWEL PLAN PG S S12.!tjDEMT PG T PLAN PG S2.1A-DETAILS PG S2.IB-DETAILB PG S13-FRAII(ING PLAN PG S3.IA-DETAILS PG S3.1B-DETAILS DETAUS ELEVATION 'DNP' jp3e,�%R DRAWING / CONTRACT DOCUMENT REVIEW BY BUIIDER THE BUMBER ASSUMES ALL LIABUM FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SIM ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGWEER FOR CLARMCATION. AB DESIGN GROUP WML RESPOND TO ALL WRffTEN Rn's IN WRITTEN/DRAWN FORMS IN A TDIELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIB111TY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO Rn's HAVE UBE!LG InR UNCLEAR ASPECTS OF THE nm q%m nipklrm� A I C N IT I C T 8 G 141 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngmup,cOm AA #: 0003325 SILVERADO LOT #5 BLK #13 p,nojzcT# 03719,000-05 Zma *2558—HATMORNE" GA1%AGZ OWING: LEFT p m: COVER SHEET 150 MPH EXP. B GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL. EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. BITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5 THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6 OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER Z AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'A4NCH GYPSUM BOARD OR EQUIVALENT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 959%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE, 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SO. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %' 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 P2W3. 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 COVERINGS 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 FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2, STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063.1IA & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -GUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -15A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS). CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. A E C N I T E C T I Grou Ino. Des�n 1441 N. RONALD 000R3EAGj LWO2PH: 407-77460FAX 407-774.40www.abdealgngrouAAi.32 SILVERADO LOT #5 BLK #13 PROJ>QCTfp 03719,000-05131 MODEM.c "2558-HAMORW GARAGM OWING: LEFT PAGO: GENERAL NOTES 150 MPH EXP. B millennia, PR :vile$ M Pill 111"a a GREAT ROOM W-4'CLCL 15ARREL CM FROM 8'-4" TO V-S" I V, -------- ---- X- - - - - - - - - - - - - M 9 4'-6" x MAR GARAGE 9'4' CL& BARREL CLC*. FROM $'-4" TO a,-&* OWNER'S sum W-4"CL& TRAY CLA TO 101-01 L-------------- j I M BEDROOM#2 V-4" j x —2"STEEL PIPE 5OLLARD 0 091 35-SH 34-514 144,61-1 2b-SW 42" W. 104M WALL W/ TEMP. GLA66 W/ 24"TEMP. CIL& DR. 1'-4- 12--4" FLOOR PLAN SCALE: V4 - I'-C" WEI 20--4' 11 FLOOR PLAN NOTES 11 - ALL OM0100 AM MWM FACIII OFI %* 8W= WALL (OR SOW CF PLO= GLAD) TO FA= OF WALL STW LIAO ALL WRIVOR &4ALLS APE 3 X' UND. ORYM vWTIV THROUC04 ROOF (VIM, Mar GC11MVel). Ant C01"� W CN 44'X"' POAVM CCW— I -AD. PAD SIEWAS 6' MWH RPM OP WPLICNW& - GINE OHM 04 FM dAMPRAL AND STANIDAIRD 1BULOM NOM _ ALL WANTABLE 140" TO 14AVE AMC FAIA.T ORCUIT INT21444I.r"m - ALL PJLL MEOW BLOM WALL& BETWEIEN FILLED CM I 14MVMM OPEN046 APO "AM WALLA RAPIUS C40fiIIIIERS, SEE PLAN BRACKET 4 BLOCKINGG ELECTRICAL 15OX AT EN06 OF PARTITION WALL 2-Xb'>35-1/4" LOW WALL 2"X&" STLV8 o 16"or- W/ 1/21 DRYWALL SQ.FT. CALCS LIVINGs 215,31 Sa PT. 61, Fr. EMM4 51 ra Fr. COVERED LANA] 200 Sa FT. TOTAL 3AM Sa ff-J EXTERIOR MASONRY *14TO WALL MW-,L I -Er I 9'-4"5W_mL TILE NICHE TILE NIC14E SHALL BE PREPABRICATIEV f2"xI2' $=ARE LATICRETE BY HYDRO BAK RD. 814ALL BE 14b" x 14.5". BOTTOM 614ALL BE INSTALLED AT 54" ArF. IANLO. 00001WAIII)CL410110MLING1 WOUDIPPOWFORS am agm NDTNE Sam pomm = 10WHINOM MIN. WHIPOW s 4 243/-263 CRITERIA EX11RIOR SWING 24 b 22.W-2W DR MIN. CWJTEMA 6". MIN. to b 20.1/-29.4 CRITERIA SVIO OJ4D. 56 5 2L6/-21J *010 OAD. 112 b 20b/-24.1 BASIC WIND SPEED )dPH - 150 (Vult) INTERNAL PRESSURE COEMCENT 0 * 18 BLDG. CAT. -I[, 01i MEAN ROOF - 16'-0" PRESSURES HAVE BEEN MODWIED PER FBCR GTH ED. (2017) R301.2.1 TO KRET TESTED AUOVABIZ OR NOMINAL WDID L40AD VALUES FROM THE PRODUCT MANUFACTURER. SWIM ANO SECURE C40LNTER TOP =9 MATERIAL TO CADINETS. INSTALLER SHALL INSTALL FLAT BAR Pawsmqcm 4 BRACKETS AS BASE SUNECE68ARY. CADINET 2 --1k r _"�TYP. CABINET SECTION A A R C N I T I C T S I I n 7G2o'mW'-,nTr- 1"I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAK 407-774-4078 www.abdosigngroup.com AA#,( I r BUDDIV. So LOS% SILVERADO LOT #5 BLK #13 Fwmj=T# 03719,000-05131 MoDm '2558-HAVTHORNE" C;AP.AGZ 8VT1M*. LEFT FLOOR PLAN 150APH EXP. SHINGLE ROOF RAISED STUCCO BAND (TYP) FOAM CAP 9'-4" BRG. HGT. FRONT ELEVATION SCALE, 1/4" • P-0' TEXTURED FINISH STONE VENEER TO BE INSTALLED PER MANUFACTURERS SPECFICATIONS OFF -RIDGE OFF -RIDGE VENT VENT REAR ELEVATION SCALE: V4" • F-0" TEXTURED FINISH 20'-2" BLDG. HsT. //'-RAISED STUCCO I --*,— BAND (TTP) _ ,�9'-4� W.T. —18"X12' DECO SHUTTERS —FOAM CAP �I I 0'-0" FIN. FLR -- G STONE VENEER AREA OF ATTIC = 3674 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 3674 /300 - 12.25 VENTILATION AREA X SO, INCHES PER FT. (144) = 1763.52 SQ, IN. MIN. REQUIRED VENTILATION IN UPPER = .5 X 1763.52 PORTION OF ATTIC = 881.76 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PERVENT 881.76 /115 TOTAL#OF VENTS REQUIRED = 7.66748 TOTAL# OF VENTS PROVIDED = 8 SQ. IN PERLINEAL SOFFIT VENTILATION AREA = 11.736 FOOT = 881.76 /11.736 TOTAL LINEALFTOF SOFFITVENTING REQUIRED = 75.1329 UNEALFTOF *AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (E)(TERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED �NTRY DETAIL A BAND DTL. B SCALE. /2" , I'-0" BAND DTL. D SCALE, 1/2" • P-0" BAND DTL. C SCALE: la" . 1'-0" BAND DTL. E SCALE, 1/2' • 1'-0" A R C N I T KC T 8 GrouoInc.n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FA%: 407-7744078 www.abdosigngroup.com AA 8: 0003326 a A stmDlv. :b LOT¢ SILVERADO LOT #5 BIK #13 2?aoj=T# 03719,000-05131 MODMXc "2558-HAWTHORNE" CIARAGE swans: LEFT PARi2D: FRONT & REAR ELEVATION "BDNP" 150 MPH EXP. B .3 07 2BDN OFF T OFF \\5 OFF -RIDGE VENT OFF -RIME E3 El El ------------- - ----- ------ --------------- LEFT ELEVATION SCALE, 1/4" " P-O" TEXTURED FNISH STONE VENEER TO ISE NSTALLED PER MANUFACTURERS SPECIFICATIONS 6 FOAM CAP STONE VENEER II OFF -RIDGE vENT OFF -RIDGE VENT sa m� RIGHT ELEVATION SCALE+ 1/4" " 1'-0" TEXTURED FINISH STONE VENEER TO BE NSTALLED PER MANUFACTURERS SPECIFICATIONS I 5 FOAM CAP 0'-0" FIN. FLR STONE VENEER 9'-4" A07GrOUS10J.2. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdasigngroup.00m AA 0003325 !, uli A aVSDIV. Ae LOTs SILVERADO LOT #5 BLK #13 PROJMCT# 03719,000-05131 U0DEU "2558-HAVTHORNE" GARAGE 8MMO: LEFT PAGR LEFT & RIGHT ELEVATION "BDNP" 150 MPH EXP. B DSTsIi 07/09/20 SCAM 1/4"=1'-0" mime T 3BDN ELECTRICAL LEGEND DESCRIPTION ARD BWITCW SWITCH U SWITCH R SWITCH BUTTON NNECT TTHERMOSTAT INGLE RECEPTACLE (125v/20-AMP INGLE POLE) IOV DUPLEX RECEPTACLE 110V DUPLEX RECEPTACLE (EQUIPPED IT14 GROUND FAULT TERUPTER/TAMPER RESISTANT TYPE) 10V DUPLEX OUTLET (HALF OF OUTLET !RED TO SWITCH) EXTERIOR WATERPROOF/GPI RECEPTACLE (GROUND FAULT NTERUPTER) 10v OUADP'LEX RECEPTACLE ® 10V DUPLEX RECEPTACLE (FLOOR 'IOUNTED) 20V RECEPTACLE (4 WIRE CTOR) I-0 ALL MOUNTED LIGHT ILINCs MOUNTED LIGHT L ED CLG LICIT LKYHT LIGHT SCONCE PRE -WIRE it LIGHT FIXTURE LIGHT FIXTURE AB84B4 LIGHT FIXTURE " TRAdC LIGWTING ATTIC LKsHT WITW PULL CHAIN NDER CADMET LIGHT ® 'x4' FLUORESCENT LICsHT (RECESSED) m 'x4' FLUORESCENT L*w (SURFACE OUNT) x4- FLUORESCENT L444T (RECESSED) x O IRIECE88 LIGHT • CESS LIGHT (VAPOR PROOF) OUNTED LKaWT WITH J-BOX FAN AL PANEL (FIELD VERIFY ) ALL MOUNTED) tLE EILING MOUNTED) OUNTED PAN (I CFM PER SQ FT.) CK DETECTOR (CEILING MOUNTED) ®/CA XETECTOR I ) IMES TV JACK _4__ PORT NOTES, • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TORE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL 15 4 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO WAVE MN. CAPACITY OF SO CPM INTERMITTENT PER TABLE MOMA OF PBCR 6TH EDITION (201�). • LAUNDRY ROOM RECEPTACLE SMALL BE GROUND FAULT CIRCUIT-INTERUPPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WIRING METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 300A(BX2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LKsHTING MUST BE ENERGY EFFICIENT TYPE PER FEW_ ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2011. bth EDITION R404.1 CAFE v ' % GFI I I /I PRE -WIRED .' I I CLG. PAN I II li LANAI i rt CF PRE -WIRED / CLG.FAN -� GREATROOM W.I.C. .e / / � GFI I-----------------1 rJ ' - OWNERS ��- SUrIME / MINER'S BATH PRE-WIRED CLG.FAN I Inil, iL----------------- b lye L ��J I ? I I I I tTl Yl u I I II II n I I o7 I I `fl I LED LIGHTING LED LIGHTING LED LIGHTING ® DOUBLE LAV. ® SINGLE LAV. @ SINGLE LAV. OWNERS BATH BATH 02 BATH 03 W.I.C. BATH #2 PRE -WIRED CL&FAANN BEDROOM#4 \, rtT1�6b Q� sTOR p OV L-------J A �` BEDROOM #2 PRE -WIRED CLG. FAN LOAD CALCULATIONS ONE FAMILYDWELLING WITH HEAT PUMP NEC CODE 11D2 HOUSE PLAN: 1 2065 MODEL 2045 SQFT,GENEMLUGHTINGX3VA.PERSOFT, 6 2 20AMPAPPUANCECIRCWTATISOOVAEA. 3, 1 IAUNDRYCIRCUITAT ; 1 RANGEAT NAME PLATE RATING OR COOKTOP/OVEN 17. 1 WATER NEATER 1 DISHWASHER ; 1 CLOTHES DRYER S 1 DISPOSAL 1 MICROWAVE ; 1 IREF. ;Z SUBTOTAL OF GENERAL LOAD FIRSTIOKVAOFGEN ERALLDAOATIW% 10. REMAINDER OF GENERAL LOAD ATtl% 2695 IVA. 106 TOTALNETGENERALLOAD - ZQ6 4MNHEATPUWCMAW%Z40VA 672 SOKWEECTRK:HEATAT69% NETGENERALIDAO 246 NETTOTALHFAT 1322 TOTALLOAD 33 FURMFGROWTH 10% CALCUTATEDLOADFORSERVICE 37.217 VA/ 210 V. 155 AMP 200 AMP SERVICE REQUIRED NOTE: ALL BREAKERS SERVING HABITABLE RECEPTACLES SHALL BE ARC -FAULT TYPE PER NEC 210622 REQUIREMENTS. NELITRALCALCLAATION: UGNRNG, APPUANCE, LAUNORYLOADS: 14,283 VA 300D VA 0100N, REMANDER 035% NET LOAD 6,SM5 VA RANGE: ILODO 070% A400 VA DINER: 3,ODD070% 3,500VA TOTAL 18" VA NE=LAMPAC'_ 1A48W40.78A N2 AL MI1=10 MUTRAL CONDUCTOR. BATH #3� N— BEDROOM #3 PRE -WIRED f✓ CLG.FAN L N/CO O8D - WP I. GFI I II I / Q FOYER i i - / \ I I PRE -WIRED FOR COACH ----CI$IMEB �_-�'-. pm/- LIGHT � IT I1 ` I Gm* 44HAFF. T WI CLG. OUTLET � IICFI• �AAFF LIGWT 4 1 i t7 SWITCH - IN ATTIC I I I li I I � 3-CAR i f D GARAGEI I T CFI• I I °AFF. OUTLE OUTLET I / FOR ° IRRIGATION WW TIMER PANEL COACH WIRED FOR LIGHT METER FIELD VERIFY ELECTRICAL PLAN SCALE: 1/4 " F-0° PROVIDE 3 2A0 M I % CU GTID 2"CONbwr OR PROVIDE 3 4A0 AL-1 RL AL DIM IN Y' L OHWT. (CONDOR TO TERMINATE AEOVE GOFPIT • OVERWATYs) 200 AMP ELECTRICAL RISER NOT TO 6CAI-E GAI.E1RAL NOTES. TMAL.6 AND NSTALI.ATIONS SHALL COMPLY WITW ELECTRICAL PROVISIONS OF M COMMNATION SERVIGB 01600"ECT 200 AMP 120440 VOLT I P14ASE TWE POICI! SLIT EDITION (201), LOCAL CODE!. AND SWITCH AND ELECTNO MLO PANEL ALL LOCAL roWER COMPANY IQiOUlPINIME:M METER N NOU IS, ALL CONDUCTORS SFLALL EE TYPE TW NAWWN Et E NICLOSIlNE UNLESS NOTED ORIERWI/E roWER COMPANY TRANSPOId'B! 78E1•NIOIE CAOLE ToLavubm ENiR�D4CS SENILE EfaISTOiT ENTRANCE Efilp'NENIT NTERSYSTBT OONIDINb TEIFINAL AT GRADE LOW VOLTAGE CONEGTIONS PROVIDE 200 AMP, 00440 VOLT, I PWASE 1 R4 CU SERVICE GROUND SECONDARY ELECTIECAL SERVICE. PROVIDE D CO4NECTED TO CC4NCIIC7E %M COPPER (CW N 2" VIA GO EDU-E W PVC INCASED POOTEIIE STEEL PER CONDOR OR PROVIDE 3 V/0 ALWiHJM (AL) N N ECYNCAL PINOVISIONS Of 2" CIA SCWEDILE M PVC CONDUIT UNLESS POM"EDITION (2011) SERVICE IS PROVIDED DY THE ELECTRIC- OW' VIA X • FT LONG COPPER COMPANY. COORDNATE WITH TIE ELECTRIC = =CLAD GISOUD RCO COMPANY PIBlOR TO IUD. om A R C N I T E C T• G De 1 In ne- 1441 N. RONALD REAGAN BLVD. LONGWOOD,Ft.32750 PH: 407-774,6078 FAX: 407-7744078 www.ebdmlgngrouP.Gom AA 0: 0003325 Pi a A SLm Ae LAP: TRl SILVERADO LOT #5 BLK #13 PROJECT# 03719,000-05131 MODS "2558-HATMORNE" GARAGE awaTa: LEFT PAGE. ELECTRICAL PLAN 150 MPH EXP. B 2" VTR oPTIONI Poc BA1 PLUMBING PLAN SCALE. V4 • I'-O" L.T. L R PLUMBING RISER NOTE: ALL PVC PLUMBED TRAPS ARE TO BE "P" TYPE. "S" TYPE ARE PROHIBITED. w MAIN A N C II I T E C T 8 GfWODesign -��. 141 N. RONALD REAGAN BU LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdeslgngroup.00m AA M: 0003326 av>�:v ae IAT: SILVERADO LOT #5 BLK #13 PROJECT/ 03719.000-05131 MODSILA "2558-HAWTHORNE" GARAGE awnFG: LEFT PAGE: PLUMBING PLAN 150 PH EXP. B J'j' Ir, DwTE 07/09/20 aCA .0 1/4"=1'-0" aT P1 HVAC NOTES L ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL 15E SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER MC 6TH EDITION (2011) MECHANICAL 15LM CODE SECTION 603. 3. ALL FLEX DUCTS SHALL 15E APPROVED UL 161 CLASS I AIR DUCT AS PER NFPA WA 2-3J 4. FRESH AIR INTAKES SHAD i� NOT DE LOCATED CLOSER THAN IV PT. FROM ANY C 4IM EY OR VENT OUTLET, OR SANITARY SEWER VENT CUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALv. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENC ONO SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO F5C 6TH EDITION (2011) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (201) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/BMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. REC4V MENDATIONB AND FBC 6TH EDITION (20M) MECHANICAL CODE SECTION 601 SCORIATED NICKEL FIN, FLOOR COUNTERSINK BRONZE PL. PL. OR WALL Co. PLUG BRASS PLUG FIN. GRADE FITTING OR EXTENSION TO OR PAVING SOIL OR WASTE AS REQUIRED //-- WADE 8240-K J06AM 86000 INSIDE SERIES NICKEL BRASS TOP CAULK P.VG OPTI/SPEC S)S MP T�CCNUNTSER W/(2—TA�ONS IISIMPSON WB ROLL STRAP OR EQUAL 4" CONCRETE BLAB SECURE STRAP TO UNIT W/ %XI 114" BHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE, MAIN COND. DRAIN 3/4" DIA, FITTING OR OVER HEAD • 12" FROM STRUCTURE EXTENSION TO SOIL OR WASTE AS REQUIRED SEE SPEC. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. I i RFLOOR SLAB CLEAN —OUT TYP.) rq TEXT. GROUND CLEAN —OUT (TY�PI. ) TF 11. DRYER BOOSTER TO BE A FANTEC44 DEF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. ATTIC NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS U U WALL PLENUM y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y 3/4" PVC CONDENSATE DRAIN LIFE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FOCR 6TH EDITION (2011) MECHANICAL BLDG. CODE 8ECTICN 301Z.4 HVAC DRAINS LEGEND ® SUPPLY AIR DIFFUSER m RETURN AIR GRILL ® SIDE -WALL OR I WAY DNfUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBD e CEILING EXHAUST PAN CEILING EXHAUST PAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT l9 PASS-THRU AIR GRILL MECHANICAL PLAN SCALE. 1/4 . I'-0" ANC N I T E C T N 6 GrDepin 141 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7144078 www.abdesigngroup.com AA B: 0003325 �a Buim ae TAT SILVERADO LOT #5 BLK #13 PROJmCT# 03719,000-05131 HODZIa "2558-HAIVTHORNE" GA %AGZ BTrMG-. LEFT PAGIM MECHANICAL PLAN 150 n EXP. B DATM 07/09/20 BCAL1m 1/4"=1'-0" B�nT M1 MR{�-r�1 f-2X4 TOP HATE A Y PRE-PAB TI0168 In" CLG 1/2" DRYWALL T`jr II -LATE AD MW/ ledMA80PlRY I 71i)SOOD SLAB STUDS IN PARTITIONS SUPPORTING: WALL WUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN I6" O.G. OR NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24" O.G. FM. PLR T � S aTYP. INT. WALL (NON— BRG. )INT. WALL ((Nj O N— BRG. ) D1 SCALE, 3/4'.)'-0" FIBERGLASS SHMGLES OVER 430 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R908J.1 ON I}" Oh.5. SHEATHING OR P COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-EJG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT TYP. oN. 5/8" GYPSUM IN OR 12" HKPH STRENGTH CLG. BOARD S" DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- 5 (2) COURSE 00 NOT CUT THE BOND BEAM REBARS 2Aa PIPE THROUGH BOND BEAM Di WALE:3/4""I'-V" ENERGY CODE FORMS ATION R-VALUES RENCE STRUCTURAL ELEVATION -'l—R-4.1 INSULATION — WINDOW ATTACHMENT AS PER MANUFACTURES 1 SPECIFICATIONS FIBERGLASS SHBJGLES OVER P30 FELT PAPER OR SI NTH_TIC PRODUCT, INSTALLED PER SECTION R906.IJ ON OAS. SHEATHING OR COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE -ENS TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT Ix2 P.T. FURRING STRIPS 24" O.C. IF!" THICK, 2 COAT PORTLAND 1/2" THICK, 2 COAT PORTLAND a.. cm CEMENT PLASTER APPLIED CEMENT PLASTER APPLIED 1/2" GYP. WL B DIRECTLY TO MASONRY DIRECTLY TO MASONRY WOOD BABE 0'-0" FIN. FLR _ — — 0'-0" FIN. FLR. a a. ,a q N W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NO?E: PER SECTION W5.1.1 - FOR ROOF SLS 2:4 1—STORY HIP BLOCK WALL (2)LAYERIUNDERLATO LESgYMENT SYSTEM D1 SCALE: 3/4".I'-0" IS REQUIRED. FOR ROOF SLOPES OF 4.12 OR GREATER, (U LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 486S TYPE IV, OR ASTM D 6151 W"MOam M R1ROY LM 2B GAS LINE THRU BLACK \,Dy — — FIBERGLASS SWINGLE8 OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R90811 ON J" O.S.B. SHEATHING OR;" COX PLYWOOD SECURED PER FASTENER SCHEDULE 1'-0" TTP. MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PIE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 14" THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY PER V!" TwCK 2 COAT - ceslr Tea AITIaID o"llemT TO MAGCWW 0 s GARAGE DOOR JAMBS Di SCALE: -2X4 SPF 24" O.C. MAX. - SECURE W/ (2)12d NAILS 2x SLOP t�TWEEN QUS8E8 PER STRUCTURA DETAILS WD. T CCNT. 2. RAT RUN SECURED PER STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 8/8" GYPSUM BOARD OR IR" HIGH BTRENGTW CLG. BOARD R-4J INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS 1REPEF 94CE STRUCTURAL •Ix2 P.T. PURRING STR1P8 • 24" OG IR" GYP. WL. 00. WOOD EASE mm lsAD mm 1G7URAL MR P.T. MID aueD TO I" L Ia PM "OVAL FM LANT 6 xea "OD it R o1w LONG ALL 00 (eT )R tAaapd RaAD DOCK FIBERGLASS SWINGLES OVER P30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R90SJ.1 ON J" O.S$. SWEATHMG OR CDX PLYWOOD SECURED PER p-®FASTENER SCHEDULE TY P• MTL. DRIP EDGE OH. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE -EN% GABLE TRUSS WEEP SCREED \^-2x P.T. SECURED PER STRUCTURAL DETAILS 0" THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY l F ;IN. FLR. 4 _ 0'-0" FIN. FLR e. a� ,a q A W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING (1)1—STORY GABLE BLOCK WALL 1 SCALE" 3/4'.I'-0" A H C N I T E C T UI Grnr- eiIn 44I N. RONALD REAGAN BLVD. LONGWOOD,FL32760 PH: 407-77"078 FAX: 407-7744078 www.abdosigngroup.com AA #F: 0003326 �a Ir BtnbDIVSILVERADO LOT #5 BlK 13 ROJ7ECTfp 03719,000-05131 MODMI & "2558—HATMORNE" GARAGR BWXNG: LEFT PAGIL. DETAILS 150 EV. B 7GL. 2Xa PT. - CORIR OP DOOR WIAPIR 6RC I ED W/ (0 IG" x a" J-OOL.T W/ 4" MIN, I9.OEPME1T W/ 2• X 2" X W WABFRR 4 MIT OR W/ (2) W* X a' ANCHOR DOLTS W/ 2' X 2• X If WASWER 4 N07 � SEMM 2i4 ON MT TO MIXgoW/MAGONRY NAILS. 2X6 GARAGE DOM DUCK SECUMP W/ (5) W. x a" J-DOLT OR AN04 ® DOLTS, W/ 4• MK W10EDMEW, W/ 2- X 2• X UV WA61ER t NO. (1) WITHIN N OF TOP. (U WmIN a' OF TWE DTM, 0) NAINLY SPACED. (a R 0 IS NOTm ALL ANC 40M $WALL W IN ACCOIIDAHCE TO MINI/ACTUR11" WTALLATWN MTNICTIONS W1$RE al1Od "JMTMLGTIf M Alm MGi6 M ENISMa DOOR �t"\BUCKGATTACHMENT 3 se4Li. H•. r CMU DRYWALL 4" OR 1"X2" PT. NAILER SECURE THOU PRAME 4 EXTEND I-Y4" INTO BLOCK ❑ W/ V TAPCONS (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4" WITHIN 8" OF EACH END t IS" OZ. MAX SPACING \-DOOR CASING `DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") DOOR JAMB TO BEDCK +3/4 OR +5/4 A wINE>OW TO BLOCK +9 [ OR +6 4 2X4:m SECURE TO BLOCK W/ TAPCONS OR (MIN. SWANK SIZE J45 MIN. HEAD SIZE 3M MIN. EMBEDMENT 149 WITHIN 8" OF EACH END t 18" OG. MAX SPACMCs. 2X6,= SECURE TO BLOCK W/2-%' TAPC.ONS(MR SWANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 V) WITHIN 8" aF EACH END t 8.. CM 18" O.C. MAX SPACING. )4" DRYWALL YXB:m I"X4' OR 1"X2" P.T. NAILER SECURE TO BLOCK OOR CASING W/2-%" TAPCON8 (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 DR OOJAMB OR WINDOW MIN. EMBEDMENT I Y4") TTACH TO 2X PER WITHIN 8" OF EACH END t MANUFACTURES DETAILS. 18" O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )149 DOOR JAMB TO BLOCK +1-1 g (1 WINDOW TO BLOCK +1-1 2X4m SECURE TO BLOCK W/ YM" TAPCONS (MIN. SWANK SIZE !45 MIN. HEAD SIZE 3M MIN. EMBEDMENT 1 A") WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IB" O.C. MAX 6PACMG MUST BE ON OUTSIDE t 2Xim SECURED THROUGH SECURE TO BLOCK NCN-STRUCTURAL W/R-%" TAPCONS TAPCON MIN. i A" (MIN. SHANK SIZE J45 EMBEDMENT INTO 15LOOK MIN. HEAD SIZE 300 • CMU MIN. EMBEDMENT 1 A') • DRYWALL WITHIN 8" OF EACH END 4 18' O.G. MAX SPACING. ❑�1-4:OR 1'X2" P.T. NAILER 2X8:m SECURE TO BLOCK �/�70.&B X 4' MIN. W/J-%" TAPCONS (MIN. SHANK SIZE J45 MR WEAD SIZE 300 MB OR WINDOW MIN. EMBEDMENT I Y4") TO 2X PER WITHIN 8" OF EACH END t MANUFACTURES DETAILS. C. 18" O.MAX SPACING. NOTE: 814IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A") DOOR JAMB TO BLACK +1-18 1Q" rl w To C +1-i' 2X4:m SECURE TO BLOCK W/ V TAPCONS (MIN. SWANK SIZE J45 MIN. HEAD SIZE 300 MIN EMBEDMENT 1 Y4") WITHIN 8" OF EACH END t NOTE- STRUCTURAL 2X IV` O.0 MAX SPACNG. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK NON-STRUCTURAL. 11(M" W/2-11(r" TAPCONS TAPCON MIN. IY4" fMI!,L SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 g" CMU WITHIN 8" OF EACH END t" DRYWALL 18" O.G. MAX SPACING 2XBm ❑ I"X4" OR I•X2" P.T. NAILER SECURE TO BLOCK OOR C ASING W/J-%" TAPC,CNS (MIN. 814AK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMDEDM ENT 1 Yi') TTACH TO 2X PER WITHIN 8" OF EACH END t MANUFACTURES DETAILS. 18" O.C. MAX SPACNG NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") DOOR JAMB TO BLOCK +2 4" rn wD1DOw TO BLOCK +2 1 4" kZ/aCALE, KTA. 2X4m SECURE TO BLOCK W/ TAPCONS (MIN. 814ANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y14") WITHIN 8" OF EACH END t NOTE: BTRUGTURAL 2X 18" MAX SPACING. MUST BE ON OUTSIDE t m SECURED THROUGH SECURE TO BLOCK SECURE NON-STRUCTURAL TAP CONS TAPCON MIN. 1-Y4" (MIN. (MIN. SHANK SIZE J45 EMBEDMENT EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 " CMU MM EMBEDMENT I Y4") " DRYWALL WITHIN 8" OF EACH END t 18" O.G. MAX SPACING. ❑ OR 1"X2" P.T. NAILER 2XBm �..XW' SECURE TO BLOCK W/2-%' TAPCONS OOR CASING (MIN. SWANK SIZE J45 MIN. WEAD SIZE 300 MIN. EMBEDMENT I X")DOOR JAMB OR WINDOW WITHIN 8. OF EACH END 4 ATTACH TO 2X PER IS- O.C. MAX SPACING. MANUFACTURES DETAILS. i":M Mil» NMO®To Fuss Ore f W NOl.f1®N•, DOOR JAMB TO BLOCK +3" IL TO BLOCK +3" NT . 2X4m SECURE TO BLOCK W/ 1J(s" TAPCONS (MIN. SHANK SIZE J45 MIN. WEAR SIZE 300 MIN. EMBEDMENT 1 A") WITHIN 8" OF EACH END t NOTE: STRUCTURAL 2X 10" O.C. MAX SPACING. MUST BE ON OUTSIDE t 2X6m SECURED THRO" SECURE TO BLOCK NON-STRUCTURAL %u W/2-%' TAPCCNS(MIK TAPCON MIN. I Y4" SWANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MR EMBEDMENT I Y4') 6" U1U1 WITHIN 8" OF EACH END 4 y4• DRYWALL DRYWA 18" O.C. MAX SPACNG. 2X8:® ❑ I"X4' OR LNAILER SECURE TO BLOCK 2X SECURE TO W�-V TAI"�B(MKATTAC44 SHANK SIZE J45MIN. HEAD SIZE 300O.C.MIN. EMBEDMENT I Y4")CASINGWITHIN 8" OF EACH ENOOR JAMB OR WINDOW 18' O.C. MAX SPACNG. TO 2X PER MANUFACTURER DETAILS. NOTE: SWIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEEDY4") DOOR JAMB TO BIOCK +3" SCALE, RT.S.w TO BLOCK +3" N.TE. 2X4m SECURE TO BLOCK WAV TAPGONB(MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4") NOTE: STRUCTURAL 2X WITHIN 8" OF EACH END t MUST BE ON OUTSIDE 4 18" O.C. MAX SPACNG. SEED TWR t*W 2X6m NON-STRUCTURAL SECURE TO BLOCK TAPCON MIN. 1 Y4" WA-1/4" TAPCONS(MK EMBEDMENT INTO BLOCK SWANK SIZE J45 MIR HEAD SIZE -400 " CMU MIN. EMBEDMENT IY4") " DRYWALL WITHIN 8" OF EACH END t 18" O.C. MAX SPACING "X4" OR PX2" P.T. NAILER 2XBm ❑ SECURE TO BLOCK 7(I," OEE. X 4' MIN. WA-1/4" TAPCONS (MIN. SWANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4") DOOR JAMOR WINDOW B WITHIN 8" OF EACH END • ATTACH TO 2X PER 0" O.C. MAX SPACM MANUFACTURES DETAILS. 11"I6M A6 mmo TO'IYOYMf wOac�t') DOOR JAMB TO HI.00K +3-7/18" n Womow To HLOCK +3-7/18" A 2X4m SECURE TO BLOCK WA4" TAPCONS (MIN. SWANK SIZE J45 MIN. WEAD SIZE 300 MIN. EMBEDMENT I Y4") WITHIN 8" OF EACH END 4 NOTE: STRUCTURAL 2X IB• O.G. MAX SPACING. MUST BE ON OUTSIDE t 2Xbm SECURED THROUC*I SECURE TO BLOCK NON-STRUCTURAL 11(M" WA-1/4" TAPO" TAPCON MIN. IY4" (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300_LFMIN. EMBEDMENT 1 Y4") 8" CM WITHIN 8" OF EACH END t )S' DRYWALL 18' O.G. MAX SPACING. a I"X4" OR PX2" P.T. NAILER 2X8m SECURE TO BLOCK " P.T. X 4" MIN. WA-1/4" TAPCONS CAGN+ (MIN. SWANK SIZE J45 MR HEAD SIZE 3M MIN. EMBEDMENT 1 Y4") DOOR JAMB OR WINDOW WIT14N 8" OF EACH END t TTACH TO 2X PER 0" O-C• MAX SPACW-", MANUFACTURES DETAILS. NOTE: SWIM AS NEEDED TO PLUMB JAM15 (DO NOT EXCEED 49 DOOR JAMB TO BLOCK +3 3/4" WT0 BLOCK +33/4 " H SCALE: N E. ARCHITECTI G x i In Wl N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdosigngroup.com AA S: 0003328 aVIlDIV. S. LOT. SILVERADO LOT #5 BLK #13 03719,000-05131 1[ODRIs "2558—HAATHORNE" GARAGE EI1►MCk LEFT PAGM DETAILS 150 MPH EXP. B 30'.9" 32'-9" - 6'-0" O/C MAX., TYP., LINO —II— — — FM•18X7 B — — — — — — — — — — — — — — — — — — — ——1—FM-18X18 ;•� � I 1 • I c 1" PVC CHASE 18'-2" I F R E EC. @ ISLAND t.f :iI X 13'-8" c ki LL 1 FM-16X18 I 1 N FM-16Xt8 1'1 6'-8" 6'-4" Ll EXTEjNm °7 SLAB 1 1EXTEND SLAB 1 1/2"CWC-12Xt2 I- Q N I 4„GONG. I SLAB I iv 1.1 9,-0„ 1.1 i.1 13.-0" N 4 4 TOP OF SLAB I EXTEND 4" CON •3 1� I tO SL�y I 28'-7" 6'-7" SLAB 1 1/2" 1 SLAB PER FT. 1 gLOPE 178"` g I +•3 1/2 ( L PE�J LL I 1 X m LL I I ixC -31YY'* SLOPE I —'-- -------- I LL -51/�2"I �+ (7 I 1 FM-16X18 4" PVC CHASE �+ 1 1.1 I 4 4 ~ I v x I °°I 2,_8„ 5 4 4" CONC. 4 1 I 0 2 LLI SLAB FM-16X18 FM-16X18 y FMC-16X1S 0'-0" 4 TOP OF 1.1 SLAB 10'-10, 20'-1" 7,4" 6'-11" 28'-6" 534" 20'4" 73'-8" 4" 75'-0" SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN SCHEDULE FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-16x18 16" CONTINUOUS 19" (2)#5's (+p•-0' FMC-16x18 16, CONTINUOUS 1F - s #51N CURB VARIES CWC-12X12 12" CONTINUOUS 1T ( s ) ig s (+)0'-0" TE-1 S' SEE PLAN 1. -7TWs #51N CURB 001-0" F-24z24 24" 24" 12" () 's ()06S 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 + 0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +.0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 112" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 111.0INDICATED #5 BAR, 511NDICATES #6 BARAINDICATES #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 (05 = 30", 06 -21W), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I.530-131ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5-13, USING: F'm = 1,500 PSI, TYPE "M" OR-S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER} OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION A R C N I T E C T B G ou 11n 41 N. RONALD REAGAN BL\ LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-7744078 www.abdoWgngroup.com AA #: 0003325 enm�, w MIN. EACH WAY MONOLITHIC FOOTING }} Z STEEL REINFORCING IN GROUTED SEE PLAN FOR AND S ,, ..I,'. STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND [(� s = CELL SIZE SPACING REQUIREMENTS ° 1 v v_ SPACING REQUIREMENTS GARAGE DOOR 0_ ¢W— mU W .{1r = �. j RECESS W I O a cc � a —. n. FM N Z S" CMU WALL O V) 8" CMU WALL I CORNER BARS, SAME SIZE AS LARGER BAR W W e' m i" Ti Z_ ro IN FOUNDATION WITH 30" LEG EACH °°°III $ W U= to +- a a' > �I1 WAY AT ALL CHANGES IN DIRECTIONS Vi TOP OF SLAB TOP OF SLAB I .. I 50 THAT THE STEEL REINF. IS CONTINUOUS . ° •I MATCH AMOUNT OF CONTINUOUS BARS •°I� CURB FOR ' a EXT. PORCH SLAB -,, SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4" CHAMFER (1-STORY) #3 18" EXT PORCH SLAB - VARIES SEE SLAB SCHEDULE TOP OF GARAGE 4"CHAMFER(1STORY) u I� °"v CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE��p. ' MASONRY AT ELEV: � UNITS SET W/11Z ISOLATION _� JOINT (WHERE • • 8" CHAMFER (2-STORY) #4 24"°� W/ 1/2 ISOLATION B" CHAMFER (2-STORY) . e 0_a APPLICABLE) i SEE SCHEDULE #5 JOINT (WHERE APPLICABLE) Z • • EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING f FOR WXD, BAR SIZE FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY #6 31' AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO-FOOTINGEXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:314"=1'-0" U2,'� @ GARAGE SCALE:34'=T-O" CORNER BARS DETAIL DOOR OPENING SCALE: 3/4"=1'-0" 4 SCALE: 3!4"=1'-0" LAP TOP PLATE A MIN. OF 46' LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN w 2X4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE W aa I No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE S t� NEW REINF. BAR SPACING. SINGLE BTM. PLATE 1 Tk9" WEDGE ANCHOR W/ 2" BTM. PLATE TO BE PT. SECURED W/ 2- PART w a g TO BE PT. PROVIDE DBL. TOP PLATE WASHER SET IN HIGH STRENGTH PROVIDE DEL. TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY 7' CAPPED G EPDXY. MIN. EMBED I EPDXY 5-1/2" EMBED. MIN. 0 16" OC NAIL 16" O/C STAGGERED, GALVANIZED PIPE � Q 8", LINO SIMPSON SPH4 OR SPH6 MAX. ADDITIONAL METAL W/FLANGE 0 BASE a 0 FOLLOW ALL MANF. = FOR BTM AND TOP PLATE CONNECTORS NOT K SPECIFICATIONS o) I ANCHORS W/ 10d x 1 1/Y' REQUIRED WHEN NO 5 = USE AND COMMON NAILS FILL ALL to UPLIFT IS PRESENT. PREPARATION OF HOLES, DO NOT USE 10d W W Z � HOLE. x V, SEE SLAB SCHEDULE � � SEE SLAB SCHEDULE CURE FLANGE TO a a B W/(4)1/4" X 2 1/4" $ O +- 0'-0" w 0'-0" LT:A�PCONS QQ- TOP OF SLAB .. TOP OF SLAB 4" CHAMFER (1-STORY) 6" CHAMFER (2-STORY) EQ. EQ. SEE SCHEDULE EQ. EQ, SEE SCHEDULE FOR WXD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 8 BOLLARD 6 MONOLITHIC FOUNDATION SCALE: 34a " V-' (W/ UPLIFT) SCALE: 3/4"=1'fY' (NO UPLIFT) 6QALE:3/4•'=,'-0" SCALE:3/4"=,'-0• LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2X4 OR 2X6 WOOD BEARING PROVIDE BLOCKING Z_ ' WALL W/ SYP No 2 STUDS SEE i PLANS FOR SPACING. SINGLE a BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL Q PROVIDE DBL TOP PLATE 18" O/C STAGGERED. ADDITIONAL METAL NOT cu.)CONNECTORS 4 d REQUIRED WHEN NO UPLIFT IS PRESENT. IK y O e" CMU WALL 0'-0" POURED LINTEL CONT. (TYP.) 8"CMU FILLED CELL (TYP.) _ ° TOP OF SLAB�''''�'�''`� SEE SLAB SCHEDULE 2X WALL FRAMING TGROUTED w 0'-0" SEE SLAB SCHEDULE 1/2'.DIA. SIMPSON STB2 BOLTS 5" TOPOF SLAB Z • MINIMUM EMBEDMENT INTO "ISOLATED" COLUMN PAD CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCHEDULE ^.=„°,i,+y,�3 SEE SCHEDULE FOR WXD, BAR SIZE /FOR WXD, BAR SIZE AND BAR QUANTITY I �r ✓ AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO 9 scALE:3/a"=1'-a' (NO UPLIFT) 10 FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE 3,"=,'-0" 11 SCALE: 3/4"=1'1" A N C N I T E C T 5 Gr e i in 41 N. RONALD REAGAN BU LONGWOOD, FL 32750 PH: 407-774.6078 FAX- 407-7744078 www.abdosigngroup.com AA N: 0003325 aT�Osv ae IAT: SILVERADO LOT #5 BLK 13 PMJRCT* 03719,000-05131 MODMXe "2558—HAIYTHORNE" GARAGE BWngG: LEFT PAGR: DETAILS 150 MPH EXP. B IF 63'-10" 58'-8" 52'-8" 46'-8" 34..8„ 33'-2" 22'-0" -10'-0" 4 0 b v 4 0 T-0" 4'4' 3._0„ Y lV 8.2" N Q N N 9 8" 14'-0" 9'4' 4' 0" N N T 0 5 15'-8" 21'-4" 26'-8" 30'-7" 35'•9" 3T-11" 40'-10" 44'-10" 48'-6" 54'-B" W-8„ 66'-8" '°'$" DOWEL PLAN SCALE: 1/4" - 1'-0" A N C N I T E C T t Despl.ne.n Grou 41 N. RONALD REAGAN BL1 LONGWOOD, FL 32750 PH: 407-77443078 FAX 407.774.4078 www.abdesigngfoup.com AA R: 0003325 �NIIIII EVHDIV. ds LOOT: SILVERADO LOT #5 BLK #13 PROJECT* 03719,000-05131 MODEL, "2558-HAVTHORNE" GARAGE B'WMC9: LEFT PAGE: DOWEL PLAN 150 MPH EXP. B TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10" HOOK GROUTED BOND BEAM TIE VERTICAL REBAR �c- VARIES PER ELEV. ° _..d_. TO HORIZONTAL REBAR WI 10" HOOK GROUTED BOND BEAM Z ° —I,, VARIES PER ELEV.tA— •- Q ¢_ :I •a #5 BARS Q�Q m aO m 70"HO a t ° _a •ce • �� i:• S CLEAN OUT REQUIRED 0" 0Q= FOR INSPECTION t 71— tm O -a, c 0'-0" FIN. FIR. O ° •a a TIE RTICAL REBAR , • - e • - TO HORIZONTAL FE 4 °,. REBAR W/ 10" HOOK BAR SIZE 48 BAR DI0. � 1 -� �c ° Z O #3 1S' #6 CMU UNIT DIMENSIONS ';DD ARE NOMINAL SIZES OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA #S 36 #7 47' HORIZONTAL/VERTICAL HORIZONTALNERTICAL METHOD z4' +� �" MASONRY SYMBOLS 3 SCALE: REINFORCING REINFORCING '� #7 47• I SCALE: 3/4"=1'-0" A R C R 1 T E C T a Grown 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774$078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 file A stnmzV. de LOT SILVERADO LOT #5 BLK #13 PROJzcT* 03719,000-05131 MODffiIt "2558-HAWTHORNE" GARAGE 01UNG: LEFT PAGM DETAILS 150 MPH EXP. B (TEIERAL NDTEs ,.)CODES 1.1 FLd11M BDILgNG CODE BM EgT10N,301]REBIDENTULL REGIONS R40236 R806. T-0" 12 FLOMM BDILgNO CODE, 6M Ed110N, 20,iBULDING, 9EDTION6150126210i. 1.3 BUILDING CODE REWREMENTS AND REINFORCED N FOR MASONDI STRL). 1.4 SUILDINGCODE.1-13) MEATS AND SPECIFICATION FOR MASONRY STRUCTURES Nq 5MERIC Aq SOCIETY 1b OTHERARUCTURES(ASC CIVIL ENGINEERS RSMeBASM ()£SIGN LOADS FOR BUILDINGS AFB) OTHER STRUCTURES (ASCE i-10). r r wrwwwrw wwrww wwrwrw wwwrww=rrwr=r=w=rrrwrw rrr=rwr wrar®rrwrrrw=rwww=wrw=r w.wrwa,r=rwrwwrr=rway 2.)CONCRETE: ! ♦ 1 2.1 CONCRETE COMIPRE9SNE SITHNGiH AT 20 DAYS: 3.1.1 PRECAST V I MDMD REINFORCEMENT-40W MI MIN. B 8F1&IT/OM/08 3.12 PRECA9TNAPRESTRE89 �INFORCEMENT4PW0PSI ♦ 8F18-1T/0 2.1.3 GRIXlT PER A81M G16-3000 PSIW WV(. 3'B•AGGREGAIE, B•ro 11•SLLMP. 22 REWFORCINOBMS: ♦♦ 5'-1G" 5'-10" 1 22.1 STEELPLACEDINMR TUNTELATTIMEOFFABRICATIONMTMM16(GRADESM STEEL W : ♦ 1 312 LINTEL AND IDAODI(IXR BLOMIPLACEO IN FIELD) MTM MIS(ORADE 40). 23 9S STRANDS MIAt MI6 i-WRE, STRESS RELIEVED 2TO K8 270"1 2.4 DETML RENAFORCEMENTIN ACCORDANCE W1H Ad 318 1 ♦ 1 2.6 CONCRETING OPERATIONS SHAD COAALY Will Aq STANDARDS. 1 ♦ m 24 D/.6 HIRE PER MTM M86 � 1 m +\ ®♦ 1 1 CONCRETE MASONRY mu(CML) SWILL CONFORM To MTAI CiO, NORMAL NEIOHT MATH MINIMLIMNET AMA COMPRESSIVETRENGTns r w r w r w r w w w w w ggO 33 evoa 1 8c ♦ I ♦ ; - 1 3.3 FULL MORTM JDIMB ME REOTARED h ♦®♦ ! 3.4 MINIMUM AGGREGATE 28CAY COMPRESSIVE STRENGTH OF OW AND MORTAR SHALL NOT ®♦♦ m STREWTH SHALL BE ESTMRJSHEO BY THE � STRENOIHH METCO'OR, ALTMAERNATM VELY. BY THE 9 SM TEST EETAOD• WHERE USM T r 40 1 RECLIREAENTS HAVE NOT SEEN MET. + OLLp ® J 4)STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON HAVING A OF 1 ® J ♦® 1 LINTELS SEARING 6•(WTH A MIMMLM ACCEPTABLE BEARING OF C PER FLORIW BUILDING CODE BTi EDITION, IOti NE910ENTIAL, 1 ! ♦ J ® SECTR606.6.3 OR FLORIDA BUILDING CODE STH EDITION. 2011 BUILDING, SECTION 2104.1 4.2 SAFE LOAD VALUER BASED DEEM RATIONAL DEEANALYSIS PER AG m318 AND No ' ® f ♦® /.3 DESIGNER MAY EVALUATE CONCENTRATED LOADS MCM THE SAFE LOAD TABLES BY ' 'p CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT J DISTANCE AWAY FROM THE 8F16-1T/0M/0B % 4./ FOR LINTEL LENO�IPoH AT Sd•OR GREATER. VERTICAL CELL FILLED SOLID WTII OROVf A1A) 1 1 5-iO ♦♦ 4p ♦ �1 i t w w - r w w IMNIMCM ONE (1) N VERTICAL RESAR 18 RECLINED AT EACH END OF THE LINTEL. 4.5 UNTELS THAT ARE GREATER THAN WCLEM SPAN MUST BE PROVIDED TEMPORARY ♦ ® 1 "W ,,NOT8E MOVEDIRlTIL2MYSAFTERGROUTPLACEMENT. ♦ ! j r 2 ♦ °p 2✓?O � 1 FRAMING NOTES: ` ♦♦♦ ®tJOii 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE : ♦ m CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. 1 Jt ♦ 9 CONCRETE TO WOOD FLOOR: , ♦♦ } w w w = w = w SIMPSON LTA2 WI (8) 10d x 1 tl2" HDG NAILS, WOOD TO WOOD: JJJ ♦ J I C SIMPSON H10A OR LGT2 N10d x 1 1/2" HDG NAILS, FILL ALL HOLES. ! m %®f LBW 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER - O♦♦ I t SCHEDULE. Fy ! ! 1 ol! i 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE 9 ♦ �� ♦ ! f IJ 9 MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH 1 m a ® f! ! ! 1 MANUFACTURER'S SPECIFICATIONS.=w 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS QY = w w r r w r r r w r °°� J ♦ ,tt I f! 1 ! 1 ARE TO BE GALVANIZED. 2 t! 00 J! JO 1 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, m 1 J % I ! 9 CONNECTERS ARE TO BE GALVANIZED. 1 i ♦♦ !! I 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE Jf ! O I ! 1 CONCRETE LINTELS. �'♦ 49 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR ANDr- ®�' JJ J CLEARSPANOPENINGS. , A. m m �� 1 7. LINTELS SHALL HAVE 4" NOMINAL BEARING t® t ♦ I (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE 1 / J ♦ ! °+ I J t % m" SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE "'♦, ♦ O m ! FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS " w 1 ♦ w - w r w - r r ♦ !! J ♦ ®! ft ! J "° O LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND Jf „_ w ,,, ,� „'t !♦ APPROVAL. @ ♦ ♦ J r - ♦♦ ♦♦ 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES $ f ♦ �'® Jf ♦ 1 SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED 1 ♦ ♦ J ♦♦ ♦♦ ♦® FASTENER, ZF 72 PBS36, .177" " x 2 7/8" LONG, WITH WASHER @ 18" O.C. 0 ®® ♦O t J ♦ ♦ ♦. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END ¢ ♦ O O `'♦ 00 `..♦ UNLESS OTHERWISE SHOWN DIFFERENT. 1 O♦ ♦♦ JJ ®♦ 1 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON 1 gmg O ♦ t - ♦ MGR ♦ 1 RATIONAL ANALYSIS. 1 i ® ♦ fJ O ♦® 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS > w - w w r w r w NOTEDOTHERWISE. B GS'D 1 � ! ♦ Q� 1 i = ♦♦♦ �� a J4f 1 LL ♦♦` m HEADER SCHEDULE JJ 1 J ® 1 SIZE& MARK DESCRIPTION REMARK 1 Jf 1 BFt&1T/OMIOB 8F16-1TI0M/0B 8F16-1T/0M/08 BFi&1TIOM/OB ♦O i i 1 5'-10" 5'-10' 3,$„ 4'.6" Q1 (2)2X12 ( 1 ♦1 v- - - - - - - - - wwwwww=wr ww=wrw-w-ww=wwwwrw>vwrr=w-w_wrr=rwrwwr,wrwwrwwwwwwww_rwawrw-w_ww---- wrww-w---I LIFT BEAM PLAN SCALE: 1 /4" = 1'-0" A R C N IT E C T 8 GDe ! In 41 N. RONALD REAGAN BL1 LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA B: 0003325 V a¢ 4 aunwrv. ae LOT SILVERADO LOT #5 BLK #13 PROJzOT* 03719,000-05131 MODMIA 82558-HANTHORNE" GARAGM BWMCI,: LEFT PAGED: LIFT BEAM PLAN 150 MPH EXP. B #6 CORNER BAR W/ 30' LAP FOR EACH COURSE R BOND BEAM VERTICAL REBAR W/ 1W HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP.B'�>�' 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM . 2IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. \, PLACE STEEL HEIGFITE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING OF REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1` \,bF' TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYP. 6(16" 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1 / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. \N' Q 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LEGS THAN 16" DEEP. 8 EtAM WI (B) #5 BAR BOND BEAM •\O��"�'R�� OND TOP OF EACH COURSE • FOe��TOP OF WB(1)#5 BAR ND M .i- BONDBEAM F FILLED WI GROUT I .�N U =UNFILLED GROUT SOLID FROM TOP SRO NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF it5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. BEAM COURSE SEE NOTE 5 �/c 56-1T/1B LINTEL W/�#5 BAR R(L2)E NOMINAL LENGTH OF BAR = WIDTH OF MASONRY HEIGHT gOF#5'S,TOP OPENING-z' BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR THAT XFXX-1T11MOOB INDICATES A DOUBLE BONDBEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4"=T-W AND XFXX - 7T/OMIOB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS T AND XUX%- 7T/7M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX-1TARAW INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3/16 - SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE.300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN EMBEDMENT #5 BAR BENT AS SHOWN � 3IM„ PRE -CAST _a 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK WINDOW SILL a SLOPE SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" 10s EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELqlN SHANK SIZE.145 MIN HEAD AS TO ALLOW BE SIZE .300 MIN EMBEDMENT 1 BAR TO BE PLACE 1/4) 8FROM EACH END ANDSECUREITTO SHEATHING W/ UPPER AND LOW O.C. MAX. MIN 1-1/4" MIN. 2-120 PER BLK. EA. END BOND BEAM #5 MIN. REQUIRED IN EACH CELL HOOKED IN EMBEDMENT EMBEDMENT TOP SHEATHING STANDARD IHOO STANDARD ACI HOOK TYPICAL MASONRY WINDOW CMUWALL SILL CONSTRUCTION CORNER BARS 4 ARCHWAY FRAMING DETAIL AT CORNER STEP SCALE:1117' 5 SCALE: 3 SCALE: 3/4"=l'-0" v PROVIDE 3" DIA HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. %, I ,% > I — I SINGLE #5 CORNER BAR, 30x3O TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 8x8 CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE SEE PLAN. II / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN //IfUly ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-9' SINGLE LINTEL, MULTIPLE OPENINGS A N C N IT E C T! 6 Gr Deou sign 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA 8: 0003325 s 4 A oumry ee w SILVERADO LOT #5 BLK #13 PROJRCT* 03719,000-05131 moan °2558-HAWTHORNE" aAPLAGE ewarc: LEFT PAGE: DETAILS 150 MPH EXP. B BEAM SCHEDULE MaMM INDICATES OPENING BELOW / T.O.S. = 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 (�) �H' REINFORCEMENT STIRRUPS REMARKS BIM. TOP MID SIZE SPACING SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS S" PRECAST & PRESTRESSED U-LINTELS w SAFE LOAD - POUNDS PER LINEAR FOOT �•Gww SAFE LOAD PLF TYPE SWeAeae O1� OF1� a'� scud• SPANeRa2re TYPE __I—� t LENGTH 3'- (42-) PRECAST 2231 4'-0' (487 PRECAST 1966 V-S' (54-) PRECAST 1599 S4' (84-) PRECAST 1217 T-10' (70") PRECAST 1062 V-S' (769 PRECAST ggg r4' (90') PRECAST 743 9-V (112') PRECAST 554 194' (12r) PRECAST 475 114- (136') PRECAST 362 124' (144-) PRECAST 337 13'4- (18n PRECAST 286 14'4' (1a8') PRECAST 279 14'4' (176') PRESTRESSED N.R. 1S'4' (184') PRESTRESSED N.R. Ir-C (20r) PRESTRESSED N.R. 194" Mr) PRESTRESSED NA 21'Y Mn PRESTRESSED NA 2r4' (264') PRESTRESSED N.R. 24'dr (28S') PRESTRESSED m3mm=r-'-m=== EDE�E�EDEDEDE�'. EmE®EDEf�EmEi�Et EMEm"Imm lam" E�EDE�EDEmE00 EmEmEmE©EDE©E� ESE®EDEE.r7EDE©EO mmom�iC:.,CL" "OEM"" 0�0©EE�7E®ED oo�o©moo 0�m00EE®ED 0EMS"" 000m�l�0 i NEMEmEEt E[vEmEO D�m00®0 Dm=mWmmzm N= N=N=0"""® "Kam"�00m= ® m®MZN0" 0MMEKMNZMM=00 m=m="0®" 0® "0mcmmcm"00 000�®0m 0�00�mm N.R. 1 120 2W 45D aN N'4 1 1002 T 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ALL VALUES TARN FROM'SAFE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS LENGTH - - 3'4' (4r) PRECAST 1025 19P4 11W8 4'dr (4n PRECAST 765 763 13D9 4'4' (54') PRECAST 502 501 1073 54' (641 PRECAST 411 411 746 F-10' (70') PRECAST 340 339 610 V-r (M PRECAST 507 721 490 r4' (9(r) PRECAST 424 534 303 9'-0 (11r) PRECAST 326 612 230 194' (12r) PRECAST 284 401 1S0 11'4- (136') PRECAST 200 452 154 1r4' (144') PRECAST 244 402 137 134' (160") PRECAST 217 324 110 IC-V (188') PRECAST 205 293 100 14W (176-) PRESTRESSED N.R. 284 91 164- (184') PRESTRESSED NA 259 83 tr-V (208n PRESTRESSED N.R. 194 64 19.4' (232') PRESIRESBED N.R 1418 62 214' (25e'1 PRE8TRE89ED N.R 125 42 2r4' (254) PRESTRESSED N.R 116 40 2a'4r Mn PRESTRESSED N.R. 91 33 SAFE UPLIFT LOADS FOR S" PRECAST & PRESTRESSED U-LINTELS 6OW-6NA I SAFE LOAD - POUNDS PER LINEAR FOOT F£ef(G��m0�0��m E�EDEf�EDEf"�E®EO _ EmE�1E y�"i.7!1Et�EDEmEO Om�0�0� om�+ma�!semm K1 FM9 Q1 �o EE3TwEEZMEE7_9EEc31C!".EEC"e!1(Q! �OQ�Q1F O�Q �1 Q_��.*�.�!�c r_1mmi �1 0 III �m@�EtiaQT��Q�cr! (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF WINDOW OPENING GRAVITY & UPLIFT SAFE LOADS (PLF) m8"x8" RECESS DOOR HEADER GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl2" RECESS DOOR HEADER eu R.e v aw wmu m, ray ERauer aia4.awaa mRa.a mw.ewRE mw. mw.awRa mRvaImmw.swaE mRv. •ee mw.awRa mRv.a mw.e mRa. aea w,atwe, alw ewRa RIR>a mw. . a1RR. ?ror ERaw, mw.a wRa mw.a ,a" ,are mw.awRE mw. ama ama cRac..ar mw.ewRE mRa.a eva w w, mw.ewRE mRa. meo vma vR�ar mw.e wRa mRv.4 .,e am ea mw.swRE mRv.4 am ERac s1 (b d.ewRE a1 RR.4 e® e• a" mw.awrta w., nee mwaww[ mR,.4 lalw.SwRE a1Ra.4 GRAVITY & UPLIFT 8"x16" RECESS SAFE LOADS (PLF) DOOR HEADER GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x32" RECESS DOOR HEADER wi u�M4 w,Aul,,, el�lup�� wplu l�l, rREcear aver mwewRE Q)ramw_rnmmRara mRa.mRvwEeear MP)mxv. mw.a ,av mRv.4 I_wwrnesr mRa.4 x,a, mwewRE m1 . P) a 4 mw.ewRE mw.4 aox lao A 1 C N I T E C T t GrDesi In i441 N. RONALD REAGAN BLVD. LONGWOOD, FL 3276'0 PH: 407-7748078 FAX: 407.7744078 www.abdosigngroup.com AA k: 0003326 m� O a 4 • O �N A sumom as TAT SILVERADO LOT #5 BLK #13 P1oJECT# 03719,000-05131 1[ODELc "2558-HAIITHORNE" GARAGE ff'WMG: LEFT PAGE: DETAILS 150 MPH EXP. B t, 1 5 C" N C13 fl N N CJ5 ®: u n x NNNNNNNNNN u n n R u N It R R NN EJ7 EJ7 Y 11 11 II N U II p N II N N N N-1--4-4—�--1 N N N N EJ7 —.—. ,B EJ7 N N N N p N n tl II N n p R N EJ7 ---. N N N q N N N N N N N Q EJ7 ♦'---- N—I NN y�A N N N N N Npp 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) EJ7 CN III pN N V ppN N ppryN jryN 16d COMMON NAILS & SECURE I 11 R R II N II A II TO BM. W/ SIMPSON LTA2 USED E.17 L---- TO BRACE TOP OF WALL. g I l q g q q q g q q q q q q EJ7 Ir 711 11 II N n If N N p Y II II EJ7 ---- I 'll�' T11 q II 11 11 11 N N N �IDGE N EJ7 EJ7 Ls--- H y✓� ALI •®- — U p N p �\ R N R N Y N N _ M —�_ EJ7 �, "i— CJ3T CJ5T N N1��xx( N N n n n 11 II 11 It n p x n O N 11 n 1 II N N N N N oo N N N N If RIDGE n E 7T u tl n n 1 n w u nl—. u n n I n CJ5Tto x N II N I 11 n 11 II LLy N II II II ' ��en N N N Na�N N N N CJ3T - _ CJ, 11 " N N n! N I III N d II n N N n I A a FRAMING PLAN SCALE: 1/4" - V-G" P Ill e RIDGE I II N N 4 "�� N CA N . CJ3 I I .—y CJ5 it .---� I EJ7 II .—.—: EJ7 II I EJ7 II .—.®1 EJ7 A II --•I CJ5 II �N CJ3 4". 5■ CJ7 _ EJJ71 I iP -- 4 3.1 II CJ5 II N CJ3 u CJ, c3 c3 3yam. FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 WI 1Gd x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED, 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 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 HILT] X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 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 2Y6 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 9' FROM THE CENTER OF THE COLUMN. A R C N I T E C T II Design Grou ... 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX- 407-7744078 www.abdeslgngroup.com AA x: 0003325 b c Lo a O �% A oxnmrV. as LOT SILVERADO LOT #5 BLK JL3 [PaoizcT# 03719,000-05131 MOaEIs "2558-HAIVTHORNE" CiARAOE 9�►IATO: LEFT PAGM FRAMING PLAN 150 MPH EXP. B 41) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 }" NAILS TO TRUSS 42) SIMPSON HETA16 TRUSS ANCHOR WITH (12)16d x 1 �' NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) .0) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3}" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 J' NAILS TO GIRDER ?, 2x WOOD FASCIA E ARCHITECTURAL SECURED W/ (3) 16d ,LV. COMMON NAILS. ? SECURED W/ 10d ,LV. COMMON NAILS O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNJALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP 027'x 4", 6', W x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES Q 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L 1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) SSS-D'PICAL' RUSS/ GIRDERCONNECTOR(S) BD =01 SERIES BACKER BLOCK THICKNESS 00 3/4" WOOD PANELS 00 160 (2) IF WOOD PANELS (2) 17WOOD PANELS 2x LUMBER 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG I -JOIST SW GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD SECURE I -JOIST TO TOP PLATE w/ (2)12d TOENAILS DOUBLE TOP PLATE 20 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DEL. TOP PLATE PROVIDE BLOCKING 1R" GYP. WL. BD. � WOIST CONNECTION @ L.B.W. II,'* SCALE:3/4"=1'-0" (NO UPLIFT) OUTER 1/3 ( SPAN ONLY BTM-- PLATE DEPTH 1/4•13 —HOLE EDGE >5/6' —HOLE DIAMETER <2/5•D SGL. STUD STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 1/2"=1'-0' EDGE >5/8" HOLE DIAMETER < 3/5'D DBL. STUD ENGINEERED WOOD TRU ® 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 -� TRUSS ANCHOR WITH (9)10d x 1 J' NAILS TO GIRDER. PROVIDE 5' MINIMUM CONCRETE EMBEDMENT, USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR tx2, 2x WOOD FASCIA - SEE ARCHITECTURAL 2x SECURED W/ (3)16d Z GALV. COMMON NAILS. lx2 SECURED W/ 10d MASONRY BOND GALV. COMMON NAILS BEAM 1T O/C SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP *22'x 4", IT', &' x 4'-0' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. A41) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4)#" x 5' TITEN HD TO CMU AND (12) SDS *' x 2}" TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) J' x 5' TITEN HD TO CMU AND (IS) SOS }" x 3" TO GIRDER C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH (2) k' x 5TITEN HD TO CMU AND (18) BIDS }" x 3" SCREWS TO GIRDER (EACH TIEDOWN) ENSURE THAT CELLS ARE GROUTED SOLID, W EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2A 2B 2C TYPICAL ROOF GIRDER CONNECTOR(S) _' LSTA12 20 GAUGE W/ 10dxl/2 HOG COMMON NAILS. ® EACH END TOTAL OF 10 S BACIO:RSLOD( TF OMM 4500 3/4"WOOD PANELS 0000 (2)1/2" WOOD PANELS 80 (2) ill' WOOD PANELS 90 2x LUMBER LVLAJOIST WITH BACKER BLOCK HTT4 W/ 5/8" AB. WITH MIN.�EEMBEDMENT TO & (18)2-1/ILS TO POST., POSSIT DIRECTLY ON SLAB /a' a 1 f e • . -•.o. LVL/WOOD POST CONNECTIONS rJ SCALE: 3/4"=T-O" A- SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4"° SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22) 16d GALV. COMMON NAILS AND (8)16d GALV. COMMON NAILS. B - SIMPSON HUS28 G 1 2400 LBS, U < 1425 LBS W/ (2) 31#1 SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (22)16d GALV. COMMON NAILS AND (10) 16d GALV. COMMON NAILS. C - SIMPSON HGUS28-2 G < 2400 LBS, U < 1810 LBS W/ (2) 314V' SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. D - SIMPSON HGUS28-2 G <4800 LBS, U < 1810 LBS W/ (4) 3/4" SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. E - SIMPSON HGUS28-3 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4- SIMPSON TITEN BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12)16d GALV. COMMON NAILS. WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=T-O" # 1100 UPLIFT SIMPSON HTSM20 W/1010d TO TRUSS AND (4)1/4" x 21W TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4)1/4" x 214' TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 7' COVER & 2' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3l4„=1'-0" 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d (0 EA. 4'-0' O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER S TRUSSES) 0-0" TO 30'-0" (1) "X" BRACE 30'-1"TO 60'-0(3)'W BRACE 0)'PRE-ENG GABLE TRUSS 7(" BRACE 0 CENTER (2) .1 BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2z SUB-B FROM CENTER TO END. UPRIGHTS OVER 4'-10' HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOFANAUUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES 0 24" OIC, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 17, O/C AND APPROVAL SECURED W/ (2) 12d's Q MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS " W/ HIP RETURN SCALE:3/4"=l'-a' 6 EDGE CENTRAL SPACING SPACING SEE SEE .PgHEDUL SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE W 51/2' MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/JBOLTS ARE PLACED INTO GROUTED CELLS, 6' ALL AROUND BOLT. Z 2. END OF FRONT AND REAR LEDGER SHOULD �o LAP A MIN OF 4'4'. 3. ALL BOLTS TO HAVE WASHERS Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY CLOSER THAN 6' O/C. 5. IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4" (2) - PT DIA. x 3" MASONRY SCREWS MAY BE USED, ceuc coenwn ocro iiccucut LEDGER SCHEDULE MARK SIZE BOLT SIZE 6EDGESPACING CENTRALWAGNG A DOUBLE 2x8 1/7' 8" O/C 16" O/C B DOUBLE 2x8 3/4" 8" O/C 24" O/C C DOUBLE Z(10 1/2' 8" O/C 16, O/C D DOUBLE 2x10 3W 8" O/C 24" O/C E DOUBLE 2x10 11. 6' O/C 16" O/C F DOUBLE 2x12 3/4" 6' O/C 12" O/C 10 WOOD LEDGER DETAIL SCALE: 3/4"=T-0" (2) 2X4 No.2 SYP DIAG. - BRACE W/ (3) 12d a EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0' TO 30-0" (1) "X" BRACE 30'-l" TO 60'-0 (3) "X" BRACE (1):W BRACE®CENTER (2) W: BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, - SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (ASPER—� TRUSSENG) SEE SCHEDULE FOR BOND BEAM REQ. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-W O.C. (AT SHEATHING SEAMS) SECURE 2x8 PT. PLATE TO BLK W/ 1/Z' DIA. ANCHOR BOLT W/ 7' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 32' OC MAX. SECURE GABLE TO Zx8 P.T. PLATE W/ 12d's 8" O.C. MAX CONT. 2x4 SECURED W/ (2) 10dS 0 EACH TRUSS TO BE INSTALLED 101-al O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS �:34"=1'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Ft AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=V-0" A R C N I T E C T a 6 Design GIFou ln.. 41 N. RONALD REAGAN BL) LONGWOOD, FL 32780 PH: 407-7744W78 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 EItn3mv. , LOTS SILVERADO LOT #5 BLK #13 PROJwcT#S 03719,000-05131 MoaEla 02558-HATMORNE" 0ARAGE S7►DM- LEFT PAOM DETAILS 150 MPH EXP. B DECK 2x6 PT TERMINATIONIf 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3) 16d COMMON W/ (6) 3116" ° x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" SUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, SCALE: 3/4"=l'-0° (DfLLOOR BRACING SIMPSON H6 W/ (8)8d COMMON NAILS 2x STUDS SIMPSON H6 W/ (8) Sd EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING i SIMPSON SPH4/SPH6 BTM. PLATE STRAPS W/ 10d x 1 FLOOR TRUSS OR 1/2"HDG NAILS GIRDER TRUSS WALL / FLOOR FRAMING, ��RUSS PARALLEL TO WALL SCALE: 3/4 -T-9' DBL PT 2z6 BLK'NG BETWEEN TRUSSES W/ 10d ® 3" O.C. 1ST PLY INTO LEDGER AND 10d 0 3" O.C. STAGGERED UPPER PLY INTO 2x6 BELOW 6' CMU WALL REINF PER PLAN PER ELEVATION O ; 0 0 5 0= o �lik� PER ELEVATION K m' 1X2 FIRE -STOP -*--/� NI #BWOOD SCREWS x T LONG 3" O.C.; STAGGERED OFF CENTERLINE OFF 2x6; N) 3/4" AS SHOWN SIMPSON A23 JU EA. TRUSS Ilq" �jPA NAILING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) BL 2X_ LEDGER SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING 3 ON EXTERIOR WALL SCALE: 3/4'=l'-9' #8 WOOD SCREWS x 7FLOOR LONG a T'O.C.; STAGGERED NI AS SHOWN DBL 2X8 LEDGER J'llll' TO CMU W/ 12" EXP. BOLT 8"CMU WALL AT 16" O.C. AND 6" FROM NI REINF PER PLAN END W/ MIN S12" EMBED. FLOOR DECK PER ELEVATION. I� O ; I� NAILING PATTERN o= 0 W PER ELEVATION=z 24„ M PRE-ENGINEERED WOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS a 17' O.C. 1X2 FIRE -STOP SECTION DETAIL AT TRUSSES PARALLEL 4 TO EXTERIOR WALL SCALE: 3/4"=l'dl" 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d 0 3" O.C. 1ST PLY FLOOR DECK 2x4 CONT. W/ (4) 16d NAILS INTO LEDGER AND 10tl 03" O.C. #8 WOOD SCREWS 2x4 BLOCKING 0 EA. BRACE. NOTE: 0 TOP OF FUR TRUSS STAGGERED UPPER PLY INTO 2x6 BELOW x 7' LONG 3" O.C.; NI STAGGERED OFF TOENAIL INTO TRUSS W/ 14)16d STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS BT. CENTERLINE OFF 2x6; NAILS ®EA. END MUST NOT BREAK WITHIN PLATE OF 2ND FLR) 3/4" AS SHOWN 2.4 BRACE ® 4S' O.C. w/ (5) 12d 1'A" MIN. FROM 2ND. FLR. FLOOR DECK 'N NAILS EA END LINE 2x6 CONT. W/ (8) 16d NAILS DBL 2X8 LEDGER TO CMU W/ la, EXP. BOLT NI 8d RING SHANK NAILS 0 4" O.C. MAX a BT. OF FLOOR TRUSS 8' CMU WALL REINF PER PLAN AT 16" O.C. AND 8" FROM INTO BLOCKING (BT. 2X8IS FOR WALL SHEATHING NAILER) END W/ MIN 5-1/2" EMBED. 16d NAILS 0 S' O.C. MAX 1X2 FIRESTOP PER ELEVATION FLOOR DE III �/q„ pER ELEVATION PER ELEVATION jjk O.r O= NAILING PATTERN U U PER ELEVATION � PER ELEVATION PER ELEVATION 2x4 P.T. CEILING 24" M PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE PRE-ENGINEERED WOOD NAILER WI FRAMING PLAN) PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) MASONRY NAILS ®17D.C. FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR SIMPSON HETA-16 REPAIR DETAIL IF FRAMING PLAN) BOND BEAMREO. BONOBEAM REQ. EVERY TRUSS (VERIFY 1X2 FIRE -STOP LEDGER INSTALLED TOO LOW SIMPSON HETA-160 W/ TRUSS PLAN) AT TRUSSES PARALLEL 3W/T (VERIFY WrTRUSS usfi SECTION DETAIL TO EXTERIOR WALL PLAN) AT PARALLEL / PERPENDICULAR 5 SCALE: 3/4"=1'-0" PRE-ENG FLOOR TRUSSES NOT USED 6 7 SCALE: 3/4"=1'-0" O PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-U' O.C. (AT PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24 O.C. NOT SHOWN FOR CLARITY) MAX 0 PER ELEVATION FOR STRAPPING O VERIFY ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE SUM BOARD OR 1/2" HIGH W/ 1/2" DIA ANCHOR BOLT W/ 7' A - SIMPSON MTS12 TH CLG. BOARD 4x4/4z6 SYP NO. 2 WASHER SET IN HIGH U < 990 LBS W/ (14) 10d TRUSS TO TOP PLATE w/ (2) rDOUBLE WOOD POST TO STRENGTH EPDXY 6" MIN. GALV. NAILS. NAILS SLAB. SEE EMBED. AT 37' OC MAX. B - (2) SIMPSON MTS12 TOP PLATESCHEDULE SECURE GABLE TO 2di P.T. U < 1420 LBS WI (14)10d BELOW FOR PLATE W/ 12d's 8'O.C. MAX GALV. NAILS EA. STRAP x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL TOP PLATE To — PROVIDE BLOCKING SIMPSONSPH4 OR SPH6 BTM 1/7' GYP. WL SO. • O AND TOP PLATE ANCHORS WI 10d x 1 1/2" COMMON NAILS SECURE ST. PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2)108s 0 EACH FILL ALL HOLES, DO NOT USE 10dx3" 1/2 W' WEDGE ANCHOR Wl 2' WASHER SET IN HIGH STRENGTH TRUSSIVVOOD POST CONNECTIONS TRUSS TO BE INSTALLED ®10-0'O.C. MAX. EPDXY 5-112" EMBED. MIN. 0 16' 108 10b 10c OC MAX. SCALE: 3/4"=1'-0" GABLE END BRACING W/ PRE-ENG %Oy'\ GABLE TRUSS @ CMU WALL '' TRUSS TO POST CONNECTION SCALE: 3/4"=1'-0" n°.• _ *. °'° A - SIMPSON MTS-12 U c 990 LBS W/ (14) 10d GALV. NAILS. B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U 14565 LBS VGT TO TRUSS W/ (16) ll,V-c3"SDS, (1) 5I6- A.T.R. TO HDU4 AND (10) 1/4" X 2 1/7' SDS TO POST TRUSS CONNECTION @ L.B.W. POST TO SLAB CONNECTION `�� `emu SCALE: 3/4"=1'I. A8B - SIMPSON ABU44Z POST BASE <U:1,900 G5,660 W/ 5/8 DIA. x 8" EXP. BOLT SIMPSON ASU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA x S" EXP. BOLT C.SIMPSON HT75 POST ON SLAB <U:4,565 W/ 5/8' A.B. WITH MIN. i' EMBEDMENT TO SLAB 8 I= 16d x 2-1/7' NAILS TO POST. A B C N I T E C T 8 6 GrDmou '! In Wi N. RONALD REAGAN BLS LONGWOOD, FL 32780 PH: 407-7748078 FAX: 407-7744078 www.abdeslgngroup.com AA M: 0003325 EVSDIV" Aa LOT: SILVERADO LOT #5 BLK #13 PROJmCT* WODELa "2558-HAATHORNE" GARACiZC NVZNG: LEFT PAGE+ DETAILS 150 MPH EXP. B �aar� D � 07/09/20 ECAIM 1/4"=V-0" a*== %S3.1B F— F GPBLE-FNO -. HW ROOF W ROOF WIND DESIGN PRESSURES NET (GROSS) ASCgT-TF— ZONE 1 •20.97 PSF (30.97) ZONE 2 • 35.67 PSF (45.67) ZONE 3 = 61.06 PSF (71.06) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B" RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT -- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16' O.S.B. OR 1/2" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Sd GUN NAILS 0 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STIR. SHANK Sd RING SHANK, 21/7' 0.120' 170,000 ING SCREW SHANK (16-20 RINGS PER INCH) Sd SCREW SHANK 21/7' 0.120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL 8 TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2' CDX OR 7/16' 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 Sd RING SHANK GUN NAILS AT 6"O.C. AT INTERMEDIATE SUPPORTS OR 7/1B' ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.)SEE DETAIL Scl RING SHANK GUN NAILS 0 4" O.C. TOP & BOTTOM EDGES k........... o � (NG J J Q Q 2 W Z Z Z Z cj O w � LL V n O = p W Z 0 (p � S a J zN W � W Ya = U rn O z' K M TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. o�c .--_—I' \ 11 Loms ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING C8d RING SHANK GUN NAILS IIR 6" O.C. IN FIELD P. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. TO BE STRUCTURAL GRADE �-• Sd RING SHANK GUN NAILS 0 17- O.C. IN FIELD or Sd x 2 1/7' SCREW SHANK PNEUMATIC SCREW -NAILS Q 170. FIELD J\ STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPUCA13LE BUILDING CODE STANDARDS: FBC-R 2017, eM EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530.13IASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011. ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMEN810NS 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 PROVIDE 5%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER I_1n5:(.tii119BY�3.:3 �::9:raOF: :i:lGITia: vl--2_:I51R➢ PROVIDE 54AIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABSIMGROUIO WHERE INDICATED ON DRAWINGS. SEAMS LAPPED S INCHES AND SEALED WITH ADHESIVE TAPE. FORM -WORK: FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb =1100 PSI AND A MODULUS OF ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED, PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE, NAILS, SPIKE, BOLTS USED W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 5th EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2K STRUCTURAL LUMBER ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING SYP N2 ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS THE STRUCTURE 18 DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED HARE MESH, SHALL BE ASTM A185, GRADE 85 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH Y CHAIRS SPACED T-O- DC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS. AND SLASON-GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA, SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.038' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A815 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A815 MEETING THE REQUIREMENTS OF ASTM A448, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: WI THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPt-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL-PLATE-CONNECTEO-WOOD TRUSS CONSTRUCTION:, AND 'TPWVTCA BOSI 1" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pd AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S. COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 pd TOP CHORD -non-concmant RED 42" TYP. MIN LAPS SHALL 8E AS FOLLOWS: BAR - OB BAR - WOOD TRUSSES. 10 W BTM CHORD-rwncarw —t 930 5 30" 1{ BAR - ' 67 BAR - @" DEAD LOAD DEAD LOAD 15 PdTOP CHORD 20 pd TOP CHORD (7 pdw/ASPHALT SHINGLES) (10 psl wl No GYPCRETE) 10 pd BTM CHORD 5 pd BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 10pd BALCONY LIVE LOAD SO pd STAIRS LIVE LOAD 40 pd WIND: DEAD LOAD SPEED-150 MPH 3-SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY II) UVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: IOpd, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20pd, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pd, BALCONIES (EXTERIOR) AND DECKS: 40pd, GUARDS AND HANDRAILS: 200pd, GUARD IN -FILL COMPONENTS: 50pd, PASSENGER VEHICLE GARAGES: SOW, ROOMS OTHER THAN SLEEPING ROOM: 40pd, SLEEPING ROOMS: 30psf, STAIRS: 40pd SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2.000 pd, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT, WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. COMPACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MX PRIOR TO CONCRETE PLACEMENT CONCRETE SLUMP SHALL NOT EXCEED 5" N-PRXM TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI301 AND ASTM C44 OR MEASURING, MANG, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TILE -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED W ITS FINAL POSITION SHALL NOT EXCEED 90 MNUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MIRES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPON&BILTTY OF 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 EXPOSED TO EARTH(FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND)ORWEATHER 1-12' FORA6 AND SMALLER 2' FORM AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3W FOR SLABS, WALLS AND JOISTS 1.12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS PROVIDE 38' x 38' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A56.1.1982. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING, ANY DISCREPANCIES FROM THESE LAYOUTS THAT DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ 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 G90, GRADE fm = 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 WITH ASTM C478, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND 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 AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 loll FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46 lad. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B. TYPE E OR S. Fy = 35 W. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. PLAN SHOWING 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. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. FASTENER SCHEDULE WNDOWAND DOOR BUCK FASTENERS FASTENER M0. TION WE TYPE 6P_. REMMKS APPLIGTHk! SIZE I TYPE I6PADNG REMMKS 1 PTFLXMBNOTO MASONRY/GONG. CASEHARDENED COB NAx I1(Y LONG. COK: LWIAGEDOORBUCK TO MASONRYM.ONC. 1 DAL NO WA&IER TM COT1MA801AY FASTENER 9.OIC 111 dBET1. Y END DIST., 11?EDGEDIST. SOD, AL. IDT. DOORS GSE HMDENED MOIL ffOIG WINDRYAXM FASTENED GARAGE DOOR BUCK 1/C DA W/ E%PUIEON BOLT ]Y OIG 4"EMBED,P pEl. 1a PT.SEENOTES 1 STAGGERED INTO MA60NPYA:ONC. TOMA60NRY,CONC. WASHER YEDGE DSi. MnNDOw fivac CASE HMDENED OOL Ir ac `MNWWIDOORI FASTENED ._STRAPTG CONTACT THIS ENGINEER FOR SPACING 1v T, BEE NOTES NAIl11?MONO. SiAGOEREO INTO MABwIRYwDNc. MAsoNRYlconc' REQUIREMENTS ExT.9WIN0 DOOR BLKK ]s PT. SEE NOTES (51311ffDA NO WASHER TAPCON' FASTNER 1B" 11/Y EIIBEGS'END DST., I1 EDGEDBf. -NO- WALL TO DOW, SLAB 12^ EXPANSION YdBEO. D I WASHER BOLT T/• DST..T EDGE DST. ]a PT VRNDOW BUCK S.1S8°PAFat TIC YO,C /"END DBT.,11/I' PT TO STEELCK., eEf My,N� BTAOGERED EDGE D.T. NOTE e NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SW NG DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NQA 3, ALL FASCIA MATERIAL SHALL BE RAND FRAMED 4. PAP SHALL BE HILTI X-ZF HEAP DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/TAPCONS OR PAF TO THE SUBSTRATE, eunciv. do Lotil SILVERADO LOT #5 BLK #13 PROJZCT* 03719,000-05131 HODMI& "2558-HANTHORNE" OAARAGN OWING: LEFT PJAGIM DETAILS 150 MPH EXP. B