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HomeMy WebLinkAbout7835 Davie Ray Dr99 99 a 1499 0 4EWB 0 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES 1r1H 0 ME SREVIEW DATE MAR 2 3 2020 CITY OF ZEPHYRHI PLAN EXAMINER 1430 CULVER [DRIVE NE, PALM BAY, FL 32907 Tal: (321) 733-7092 Fax: (321) 733-7972 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: 1 DR HORTON HOMES 1430 CULVER DRIVE NE PALM BAY FL 32907 TEL: (321) 733-7092 FAX: (321) 733-7972 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .pLMM BUM= OpDg, p ( � -AI W M MATS �4Y 1�/W., AM -OCCUPANCY :CONSTRUCTION TYPE 'YIN. INTERIOR FINISH •BASIC WIND SPEED •�� :EXPOSURE RESIDENCE •2-STORY RESIDENCE . COIN - RESIDENTIAL, GROUP R3 - VB - CLASS B - Vult=160 MPH Vasa=124 MPH _ G - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE LAV. AA/CD ADJCONDITIONING MUM. ALT. ADJUSTABLE M.C. ALE. ALTERNATE MIN AMP. AMPERAGE MPI. BD. BOARD M.T. CL CENTERLINE MTD. CAB. CABINET MIL. CLc. CEILING N.T.S. CLR CLEAR O.C. CONC. CONCRETE PL NTT. CARPET P.B. C.T. CERAMIC TILE PH. D. DRYER PLT. DBL. DOUBLE PLYWD. D.G. DUAL GLAZED PR DIA. DIAMETER P.T. DUi. DIMENSION R. DISP. DISPOSAL BAD. DP. DEEP RA.G, DR DOOR REP. Ds. DOWNSPOUT REF DEL. DETAIL D.w. DETAIL HeR R.O.s C.R.O EA. EACH S.D. ELEV. ELEVATION S.H. EQ. EQUAL SHT. EXH. EXHAUST SHTHG. EXT. ExrERIOR SHWR. F.GAFX. FIXED GLASS SIN. F.G. FUEL GAS SL Fw. FINISH SEGL. FLR FLOOR STD. FLUOR. FLUORESCENT SWS F GDR FOOTING�R TEMP. GA. GAUGE THK. GAR DISP. GARBAGE DISPOSAL T.O.C. G.F.I. GROUND -FAULT CIRCUIT T.OP. INTERRUPTER T.O.S. GL. GLASS I". GYP. BD. GYPSUM BOARD U.N.O. H.B. HOSE BIB H.C. HOLLOW CORE V.P. HDR HEADER W. NCTUoRHT INSULATION IGHT WD. MT. INTERIOR Wnw. wii LAVATORY LUMINOUS MEDICINE CARNET MANUFACTURER MINIMUM METAL THRESHOLD MOUNTED METAL NOTED SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL GERATOR REFRIGERATOR ROOM ROUGH ORE LNG SOLD) OPENING SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDINGGLASs STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOP OPSLAB TYPICAL UNLESS NOTED OTHERWISE VAPORPROOF WASHER WITH WINDOW WROUGHTTIIRON DATE DESCRIPTION 064L" ADDED LED LWHTB•IQTCHENIBATIIR" ARCHITECTURAL SHEET DESCRIPTION Q(,�M gppEp lSXlp PATIO OPTION PG Cl-COVER SHEET PG GN—GENERAL NOTES PG Al -FLOOR PLAN PG A2A-ELEVATION "A" PG El -ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG DI -DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WAS -WALL ASSEMBLY DETAILS Vj/IE/Pj ADDED, WOEQPTIQI Demos RENAED DOOR6 AT LA1►ORY CLOSET FROM (s) a'•o' TO nI s'•4' 0B!!7/19 RENBED DOOR AT CIIIER'S Il14LK-M CLOBET FROM i'•e' T01'-i' • 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) 774-6078 Fax: (407) 774-4078 SQ.FT. CALC. S Lei I, 49B 80. FT. GARAGE 3m 80. FT, ENTRY I1BQ. FT. TOTAL I,93880 FT. At10 PATIO 80 8Q, FT. STRUCTURAL SHEET # DESCRIPTION PG Si —FOUNDATION PLAN PG SLIA-DETAILS PG S1.2—DOWEL PLAN PG 31.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG 33—FRAMING PLAN PG S3.IA—DETAILS PG S3.1B—DETAILS PG SNI—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL UABIIITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAUDIG 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 ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1 N. RONALD REAGAN BI LONGWOOD, FL 327W PH: 407-774.6078 FAX 407-774-4078 wwwAbdeslgngroDP•com AA M 0003325 ti 4 Le stmDm al: LOT: ABBOTT PARK LOT #43 BLK #9 PROTECT# 04181.000-43091 MODE & 4EWB "1499-FREEPORT" GARAGE INIMUM: RIGHT PACtZ: COVER SHEET 160 MPH EXP. C DATF-IUr, 12/08/19 DCAXX: 1/4"=1'-O" 111HEET C1 GENERAL NOTES 8rrE WORT( 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 6th EDITION, (2017).AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 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. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8- THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 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 8 EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9, THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 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 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES 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 R3026: 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 % INCH GYPSUM BOARD OR EQUIVALENT. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO, CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1.2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFMALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM'W PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. B. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVEPAW 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 EXTEROR FNNSNES 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,1/7 THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703.7. FWE 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. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS / 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. 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) . CONTROL DATE: 07/23/19 (CM) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdesigngroup.com AA S: 0003325 t 4 I;04 3 BLJSDIV. /e LOT: "m ABBOTT PARK LOT #43 BLK #9 I-ROJWTO 04181.000-4 09 MODRIA 4EWB "1499-FREEPORT" GARI►GS OWDM: RIGHT PAGE: GENERAL NOTES 160 MPH EXP. C Tl i SCALIS: 1/4-'=i'-O' BMW= GN 9R'_m' I 1 oIRRIo' aIERRRRRRRE/io i �o,IENNNNNNNNNNNNNNNIIo oIRERRRRIIo 0 0 9 - i i i - -- .LI i o ,, o Acid7 KAI o _ - - I:11.11 II �I 20 MI ®- 0 h ATTIC FLOOR PLAN SCALE: 1/4' " I'-®' EXTERIOR MASONRY WALL 15183. HEOWTS SQ.FT. CAM'S 81-01 LIVNG I, 4W SQ. FT. GARAGE 385 SQ. FT. E1TRT I1 SQ FT. TOTAL 11935 SQ. FT. Bx18 PATIO e® SQ. FT. COIPOIBIf ND Gt�OD1O NID LONOB 619C ED EIFOaIE FOR 8 a9001D �RI 01 10 Sam ME E0w1HE0010 RBMR(8 NDTRE FOOTNM MIN. WINDOW Im 5 34/-45 CRITERIA EXTERIOR 8WING N/ 5 33/-43 DR MIN. CRITERIA S.G.D. MIN. 41 5 31/-39 CRITERIA 16010 O.W.D. ID 5 282/-313 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 6TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OONINL OATB L. TOP PLATE 0 in BAR DETAIL A SCALE, v2'"I'-0' NOTE, -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS CETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED UTH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOM15-CORE STEEL DOORS NOT LESS THAN 1 3/6' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 wwwsbdeslgngroup.00m AA * 0003325 f C aUBD:v a/ LOT: ABBOTT PARK LOT #43 BLK #9 PR0"=T# 04181.000-4309 HODRU 4EWB "1499-FREEPORT" OA %AOE a11ING: RIGHT PAGE: FLOOR PLAN 160 MPH EXP. C Dw� 12/08/19 aCAI.E: 1/4"=1'-0" aFIEET Al 1 ./-16'-4' BLDG. HGT.. W RAISED BAND 18'x63' DECO. SHUTTER FIN. FLR 10-� m EN M 11T►C7 mm- u FRONT ELEVATION SCALE: 1/4 P I'-0' TEXTURED FINISH NOTE, WALL FENESTRATION FLASHING AS PER FBCR R103A I� S 8'-0' BRG. I-GT. 12'x24' FYPON BRACKET OR EQUIVALENT 6' RAISED BAND COACH LIG14T 0'-0' FIN. FLR 0'-0' FIN. FLR. OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT REAR ELEVATION SCALE: 1/4 R I'-0 TEXTURED FINISH 8'-0' BRG. W.T. -v p_0.. Q 0'-0' FIN. FLR ,' I I ,o0'-V' FIN. FLR �------- --'------------ ------ ------ ------------- -�� LEFT ELEVATION SCALE, 1/4 " I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 8'-0' BRG. HGT. _ _ _ _ _ ,y8 -0 I'-0' 1'-0' F-1 46 EO 0'-O' FIN. FLR, I I ,bO'-V' FIN. FLR - - - - - - - - - - - - - - - - - - - - - - - - - --- ----------_------ ----- RIGHT ELEVATION SCALE. V4 R I'-0' TEXTURED FINISH AM DF AM =I SQ. a. NETFREEVENTIIATRTNAREAREQUIRw 31M REOWRFD VENTIATION AREA = YBR/3W VM ATION AREA X SM WCNES FER FT. 41" • 9GflA SM IN. MIN. ftQIRREDVENTIIAMN = .sx m4 IN UMFAPOATION OFATM A99.S,I IN. ORNME VENTILATION AREA M RQ. IN. PERVENT "I/115 TOTALYOFVENTSREQUIRED = 4..i90PP TOTALROFVMPROV - 5 'AMWAMCG TNEPENANTENOF THE N016E, LE(STNEOVEI0IANG EXTERIOR OFWALLIO E%fERR1R OF WA14NOMERNANGS—UDED ---- 8'-0' BRG. HGT. u _,0'-0' FIN. FLR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www.abdoslgngroup.com AA #: 0003325 ti C Ea 6 Yfill I 3 LN-11tA fA LTHDZV. Ae LOT. BBOTT PARK LOT #43 BLK #9 PROJL'CT# 4181. 0 -4 091 MODRX.: 4EWB "1499-FREEPORT" GARAGE BTFING: RIGHT PAGM: ELEVATIONS II AFI 160 MPH EXP. C C1 D 12/06/19 SCALE: 1/4"=1'-0" BDIZ= A2A ELECTRICAL LEGEND SYMBOL DEFINITION NOTES GOv OUTLET 20 AMP Male POLE Rev OUTLET Wv OUTLET Id OF Ou1LET amp ro awTul � 04 Iw OUTLET SOARED BOARD PAIL NTeRlPTUR (TAMgR RESONANT TYPO a@ 22dnV OUTLET W MN[ CONNECTION -•� OH Ma RelopPoCOP pirm dlgaD FAULT NIeIIRrrM SWITCH awrcH 34M4Y OPER OUTOH 4-EAY OP'ER WALL N4a.R.D goo LIGHT CEILING LOW LED CLG LIGMT Lao VAPOR FLIGMR O Np VAPOR PROOF uow MCNOSSD CAN VENT.PAN OaFF I M FOR SA VCR.FAIN aI NT. I M Pas Ft. ER O V PU(IIR[ (SPECTN Tao eY ® 7.OLLa afar AICUID [ D1 (S171M MNTJ 1��� /----1 2' PLUOIWCINT 4• PLUOImaciNT p� Avis C60 C8 V TRACK LIONT PANEL METER O SD. arlaal DOTECTOR eATr. WArAc.u� SlLilaEtEY� r2:-I WALL Mga11W Smom Ownscroet BUTt jdffj • WLH� eaMo sommEmm SNALLNT r We-C Y1Ce OF NOT LESS THEM 4• Pam UALL FlCANT LOW u� NATURAL 646 OUNT . TWAR404 JACK WATER WRATOt DISCO144m AR COIDRIONw DWea+aeT rLJ lina"emo4 JAO[ TO n SSU -ORTtD N O ,.Doss ACCORDANCE of WOK PINNaD AD SUCH POR CELI10 PANLIOHf TO M SIPPORIED IN ACCORDANCE W BON MARRD AS SUCW FOR ROII4 34' INCANDESCENT LIOIIT 67W p p 26, r410NT ST� Mnnnnnnn 4P INCANDESCENT LOW Spar LENT tL-0CFLOOD OPT. ancuo r KI YPAO FUN-MU"M FOR emn ause PORT AT-1CN OF N JACKS 4 PWOME OUTLETS I PANS TO BE yelopm . N cplsou4m PRE-CONe1RICflON MEETING. • ALL a a 20 AMP BRANCH CIRCUIT& TO a ARC FAULT PROTECTED PEN EIi01RICAL PROVISIONS cr ITICIN • 20 AFP DEDICATED CIINNR. • 4P . ISLAND (NOT ON KIT WHIN CIRCWT) • 01E4 1AGNSIN DISCONNOCT TO aE LOCKOUT N PANEL • OATIIIDONM D04AUST FAN TO NAVE MN CAPACITY CI Be QM NREROTrmw PER ELECTRICAL PROVISIONS OF SECTION M Fal9! ATY EDRION r2a111 ffLS • LAUNDRY ROOM RlC�T/CLE S14ALL K OIDIaD FAULT CIR tr-NMPONA-1ER PROTECTION FOR PERSONNHL ON RRDW • WIRING METHOD SMALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FaCR ATY ee MEMl • ALL u1O111C TO CM -PLY MTN ELECTRICAL FR ;7S- OF TIE RECR SIM m (20I'll I AMPS ' L 6M aa.TED aY ,n ,� AND • Mai OP LNYTNO NSYt ale aM w aPFIfJE4T TMR PIR ER jh= WM. Mt 221T10N INEu PATIO . WP GFI GREAT ROOM OWNER'S SUIT PRE -WIRED PRE -WIRED CLG FAN /- CLG FAN :\ "'q TH 1 u WIFOR i STC4 IN /CABINET / KITCHEN lL -_- WOOD WIRE W/-�%W OUTLET FOR FUTURE MICRO PRE -WIRED CLG FAN Sz BDRM.J3 \ 1 701 PRE WIRED J CLG FAN BDRM.#4 (�.7 `I°RE-W CLG I GFI OFF. UJF4 .B. FOR F — I GARAGE I _ '4A ' WALL MOUNTED \ L*WT W/ SWITCH N ATTIC GAMG IRRIGATION GFI OUTLET a CLG. ESS 46' AFF. OUTLET KEYL FIXTURE CIPI ELECTRICAL PLAN SCALE, 1/4' . I'-V COACH LIGHT METER FIELLD LOn WP Panel MAIN - A PANEL: 8116 wp crL breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.C.B FEEDER: 3- #1 Cu rr M & 1- #8 Cu (G) in 1 117 C. OR 3- #2/0 AL TFM/N & 1- #6 Cu (G) in 1 1/2' C. wk. Pol. ow wmft� Ch-ft Cir W�. Description ow Pm #12 1 1 1 20 Edam Roc cM GFl k, TUG 12DO 1 2 #12 2 20 Irtlpeem Pump 10DO 3 4 5 8 1114 A/C C.U.-1 35 1 2 #a 7 e PANEL -A PANEL: 42 crt. breaker VOLTAGE: 1201240 V-1 Ph MAIN: 150 Amp M. L.O. FEEDER: 3- 01 Cu THNN & 1- #6 Cu (G) in 1 1/7' C. OR 3- #2/0 AL. TMMN & 1- #6 Cu (0) in 1 1/T' C. Wireri Wdt. dreuS draN Wdt. D— l- e. IbM wr. * 12 20 Smtl nee 1500 1 2 am Ranee 50 2 08 a 12 20 Iaeroeam / Hood GFI law S 4#12 20 S,al Appl— 1500 5 8 45M WeW HeeMr 25 2 M0 #12 - da 15M 7 a#12 20 O Re .1m AFCI Ism a 10 1200 DI N GFI 20 1 #12 #12 20 Sath CFI Rat Me 1200 11 12 1500 Did-Aa GFI 20 1 ail #14 15 F a / NMI / asL #2 & #U Bath #2 AFCI 900 13 14 5000 Dryer GFI 30 2 MO #14 15 UVn Len.l U t AFCA B00 15 18014 1 15 Kbha Pen &Din1n U t,AFCI eW 1 17 1 18 1 15M Washer GFl 20 1 R12 014 1 15 ISD&C10AFC1 ON 19 20 1000 Ga Dar aGF1 20 1 #12 #12 1 20 Leu / Bed 04 / D. AFCI 12DO 21 22 1200 Ga. / INNERS Lt & eM. AFCI 20 1 012 23 24 No O-W. SWM AFCI 15 1 014 25 28 am 0. "Betaoatn AFC1 15 1 #14 27 28 30 1000 Im a Garde 20 1 #12 ce 31 32e e 35 38 Ce #B 2 35 A/C AHLLi Flaeler 5 KVA at85% 5525 39 a a Ii 42 e Lad vAJW M dsland lack, ealcutla• I Ina 1. 26700 Lades Ntodw..d%0.,.iu1d-fM Do Iron actor Y a' ABBREVIATIONS: AFC1. ARC FAIITCIRCUTINTERRUPTER NC: NONCOINCIDENT LOAD GPI: GROUND FAULT INTERRUPTER Tot.l lades tM derand Mcta 42700 - Fht10DDD was, m 100% 10000 R-minft watt d 40% 13050 Td61A/Clad lam LOAD CALCULATION IS BASED ON AIC NONI:OINaDENT LOAD TaW Cans t d L-d Web 33808 T d Armswes•/240 As 141.7 General LjgMIng & Receptacle Load Tdel NC Sm.. Fat 1499 Gonad Lt. & Roc 3 W / Pt 4497 N-IMte 1 at 65W/L' N at 100% 65 TdW G—W Lights & R. eb 4562 Ckts# atts/c Total watts GwaN ue & Roc Panel A 9 507 4662 I t - I LED LIGHTING C SINGLE LAV. OU,NEWS BATH I-3' 1-3' I I I I I I L I LED LIGHTING C�? SINGLE LAV. BATH 2 P CU, THIW • Ra CU IN 2' CONDUIT OR 3 Na CU IN 2. CONDUIT. LeRMSLTE AEOME SOFFIT a OVERMAN^ 1 150 AMP ELECTRICAL RISER NOT TO SCALE. COI'1DNATON SERVICE 00 AMP DISCCNECT SMTCM AND 12 ~ VC CdMKAL NOTING, M ELECTRIC METER IN 1 MAOSE A 1 LOCTRCAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE ML PANEL COMPLY MTM ELECTRICAL PROVISIONS OF THE EDITION (20M2- LOCAL CODES, AND ALL LOCAL POWER COMPANY REOIUREMENTS. EOMP E. ALL CONDUCTORS SHALL EIN TYPE TMMN/THMN UNLESS, NOTED OTHMMUM PCOER COMPA TRANSFORMS* PROVIDE ISO AMP, 120,24E VOLT, I PHASE SECONDARK ELECTRICAL SINRVIGE PROVIDE 3 M COPPER (CU) N I-0" DIA SCHEDULE SO PVC CONDUIT OR PROVIDE 3 •2A0 AILUMINU'I (AL) IN 2" DIA SCHEDULE M PVC CONDUIT I N A" SIRVICE IS PROVIDED BY THE ELECTRIC COMPANY. COOINDNATE UT14 THE ELECTRIC COMPANY PR:OR TO END. TELEPHONE SINRvkm CABLE 1EL.ENSION ENTIfANCE mwm EaTIb wA O(AaRpJT EOWPI•ENT INTERSYSTEM EIONDING TERMINAL AT LOW VOLTAGE! CONNINCTIONS 1 14 CU SERVICE fdNOISND CONNECTED TO CONCRETE ENCASED FOOTER GTEEL PAIN ELECTRICAL PINONSIONG OF THE PISCIR ALM EDITION (20M2 Ole' DIA X e FT LONG COPPER CLAD ORCWD ROD 1441 N. RONALD RFAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdalgngroup.com AA #: 0003325 FJ > UDDIV. Ae Lfl'h ABBOTT PARK LOT #43 BLK #9 PRoJ='9 4 81 0— 43 91 MODBIA 4EWB "1499-FREEPORT" GARAGIC sMING: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C Pamt," "I DATM 12/06/19 SCALE: 1/4"=1'-0" B*zr. r E1 R1 2'- or F- d 2' VTR ----- 2• 11/2 1 1/2' --- 1 I ' - i � I I I/2' 1 1/2 2 l��J II f SWWR L----- A ----- J LAV lUC 2• 11/2' I ITGHEN 3• INK W1 UTO VENT 2' 3' U1ASI-IER _ 0 2' 2' VTR ' 2' 3 • 2' co 11/2 LAV 3' 2' uic 2TO TUB 3' MAIN 0 � 2- PLUMBING RISER I PLUMBING PLAN &GALE, 1/4 • V-V 1441 N. RONALD REAGAN Si LONGWOOD, FL 32750 PH: 407-77443078 FAX 407-774-4078 www.abd•signgroup.com L AA N: 0003325 C i J ®k S 6 mm avmazv. ag LOT ABBOTT PARK LOT #43 BLK #9 PROJEC" 04181. 00-43091 MODZU 4EWB "1499-FREEPORT" GARAGE H7RNG: RIGHT PAGE: PLUMBING PLAN 160 MPH EXP. C EC DawT A 12/06/19 SCALE: 1/4"m 1'-O" eHMET P1 ��.eq. `'� 1� 2X4 TOP PLATE PEAT— T PRE -FAD TRUSS 1/2 CLG. 5OAMl--/""l 1,2' DRYWALL — , I 1 SECURE DT. — MATE TO SLA5 W/ 10d MASONRY NAIL • 32' OIG. MAX FIN. FLR 2X4 WOOD STUDS *24' Oc SLAD ryVlts .71uV0 IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O G. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE TUAN')A' nf_ TYP. INT. WALL NON—BRG. 21 SCALE, 3/4'.I'-C' FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT. INSTALLED PER SECTION RWbJ.l ON }' 0.6.5. SHEATHING OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (1)- '5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM D1 SCALE: 3/4'"1'-0' 5/E' GYP6IUM BOARD OR V2' HIGH STRENGTH CLG. BOARD R ELEVA SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION TYP. O.H. R-4.1 NSULATION �WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS ' REFERENCE STRUCTURAL Ix2 P.T. FURRING—� STRIPS R 24' Or— a' CMU 1/2' GYP. a. / WOOD RASE 0'-m' FIN. FLR�L a m. 9 n W/ WINDOW OPENING ti FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R91D5.1.1 ON O.S.B. SHEATHING OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY mlz 0'-1p' FIN. FLR B TYP. WALL SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF 4 1—STORY HIP BLOCK WALL (2)OLAYER UNDEPLAYMENT SYSTEM D1 SCALE, 3/4'.I'-0' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE II, ASTM D 49*-3 TYPE IV, OR ASTM D 615'1 a," n @a& sA►s.ISE i P rw narE Ion se I.N rav N' 41T.1i.lD. rooD w 2B GAS LINE THRU BLACK N•.M1� FIBERGLA66 SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWS.l.l ON J' O.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE 1'-®' TYP. MTL. DRIP EDGE OH• 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRU88 WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS I V9• T/Im f CAAT - LAM OCRtR PLASTM AWL DIIOORT TO MAGONW ATTACMO TO FILL CSLL AS PER ATFIIOVAL Rln SSALAW " . - - GALV. WnEL qp VEWICAL TRACK By P". FASTMOP TO TRAM eRAaQro w PROM= AFFROVAL 1116 3 GARAGE DOOR JAMBS D1 SCALE: 2x BLOCKING BETWEEN PER STRUCTURAL DEW STIFFBACK AT ALL UPRIGH' PER STRUCTURAL DETAILS PRE-ENG WD.TRUSS 2x RAT RUN SECURED PER—/ STRLI� 9TRJCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/S' GYPSUM BOARD OR 1/2. HIGH STRENGTH CLG. BOAR R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING — STRIPS • 24' Or- 1/2* THICK, 2 COAT--J— - 1/2' GYP. WL. 50. PORTLAND CEMENT WOOD BASE — PLASTER APPLIED DIRECTLY TO MASONRY -77 0'-®' FIN. FLIlto a, cm e. ,a n W/ WINDOW OPENING ti FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905JJ ON I' 0.6D. SHEATHING OR J' COX PLYWOOD SECURED PER FASTENER SCHEDULE TYP. MTL, DRIP EDGE OM. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG GABLE TRUSS WEEP SCREED \---2x P.T. SECURED PER STRUCTURAL DETAILS 1/1' TNIOC, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY sa k 0'-V' FIN. FLR a B TYP. WALL SECTION NO OPENING 5 1—STORY GABLE BLOCK WALL D1 SCALE, 3/4'.F-V' 1441 N. RONALD REAGAN SLUM LONGWOOD, FL 32750 PH: 407-7744078 FAX 407-7744078 www.abdoeigngroup.com AA M: 0003325 1 cl stMDty & LOT: III ABBOTT PARK LOT #43 BLK #9 PROJWT* 0418 .000-4 091 MODZIA "1499—FREEPORT" G/►1tAGE sVFMG: RIGHT PAGR: DETAILS %160 MPH EXP. C lJ DA 12/06,F-IUNT119 sCALM: 1/4"=1'-O" MMET D1 A -DOLTS W EMDEDMENT MIN EVENLY FROM FLOOR TO ❑��■�eeeeeeee�Y�■w❑� ml \I // I® � GARAGE ooae VXK V (e) m )1' W A -BOLTS 4' 015ROMR4T NK W) 2'W-4 WASHER AND NUT SPACED EVENLY FROM FLOOR TO AMAiOE DOOR NOR IN JOINTS PRIOR TO FILLN& 1-2Xb PT CLOCK • CENTER OF R DOOR WEAVER WKWOCS' J-DOLTS 4' UlMDMENT W/ 2w-w UASFER AND WT. MAMPACTUREM INSTALLATION NVOLOCTIONS UMME SUCH NOTRWCTIONB ARE MCI! STINOWSENT GARAGE DOOR t BUCK ATTACHMENT e' cm )f' DRYWALL I'X4' OR I'X2' P.T. NAILER ❑ bc4 P.T. OR %'X4' MIN. SECURE THRU FRAME 4 EXTEND I-Ys' INTO BLOCK W/ 4J(r' TAPCONS (MIN. SHANK SIZE 345 MIN. HEAD SIZE 300 MIN. EMBEDMENT 144- WITHIN W OF EACH END 4 18' O.G. MAX SPACING DOOR CASING DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +3/4 OR +5/4 WTO BLACK +3 4 O +5 4 A SC LE: N.T . 2X4:m SECURE TO BLOCK W/ TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING, 2X(H:m W/ SECURE TO BL 2-%' S( TAPCONMIN. SANK SIZE J45 MIN. HEAD SIZfD400 MIN. EMBEDMENT I X-) WITHIN 8' OF EACH END 4 g. CNU IW O.G. MAX SPACING. Yi' DRYWALL 2X6:mee ❑ i•X4' OR 1'X2' P.T. NAILER SECURETOBLOCK W/2-)J(e' OOR CASING (MIN. SHANK SIZE .145 �TTACW MIN. HEAD SIZE 300 OOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4J TO 2X PER WITHIN 8' OF EACH END.4 MANFACTURES DETAILS. 18' OZ. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED Y4 ) DOOR JA)® TO BLOCK +1-1 2" n 11INDOt1 TO BLACK +1-1 E: N.TU3. 2X4m SECURE TO BLOCK W/ T6' TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN EMBEDMENT I Y49 WITHIN S' OF EACH END 4 18' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MST ST BE ON OUTSIDE 4 SECURED THROUGH SECURE TO BLOCK W/2-V NON-STRUCTURAL )W TAPCONB TAPCON MR I Yi (MIN. SHAUWK SIZE .10 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 3VV 8' C lU MIN. EMBEDMENT I &) • DRYWALL WITHIN 8' OF EACH END 4 IV O.G. MAX SPACINCs. I'X2' P.T. NAILER 2x8:® SECURE TO BLOCK W/2-i(4' 7(r' O.S.M. X 4' MIN. TAPCONS (MIN. SHANK SIZE .148 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS, 18' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-18/1¢" n 11HiDOlf TO BLACK +1-IS/ 8 " SCALE: N.T.B. 2X4:m SECURE TO BLOCK W/ W6- TAPCONS (MIN. SWANK SIZE .I45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE. STRUCTURAL 2X 18' O.G. MAX SPACING. MUST DE ON OUTSIDE 4 2X64m SECURED THROUGH SECURE TO BLOCK WFJ-%' NON-STRUCTURAL TAPCONS TAPCON MIN. I44- (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 3CC MIN. EMBEDMENT I Y49 a, 8. d1tJ WITHIN 8. OF EACH END 4 DRYWALL 18' O.C. MAX SPACING. a I'X4' OR I'X2' P.T. NAILER 2XOm SECURE BLOCK WR- ' CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4') ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURE6 DETAILS. 10' O.C. MAX SPACING. —1A NOTE: 844IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +2 1 4" D WINDOW TO HIACK +2 1 4" SCALE: N.TN.T . 2X4m SECURE TO BLOCK W/ R 6' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) WITHIN 8' of EACH END 4 NOTE- STRUCTURAL 2X ]VOZ. MAX SPACING. MUST BE ON OUTSIDE 4 2X6so SECURED THROUGH SECURE TO BLOCK W,2--%-NON-6TRUCTURAL %. TAPCONS TAPCON MIN. IYi (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 cm MIN. EMBEDMENT 1 Y49 • DRYWALL WITHIN 6' OF EACH END 4 OR I'XJ' P.T. NAILER 18' O.C. MAX SPACING. El 2X84>e SECURE TO BLOCK UA-V TAFCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN W OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACINW, MANUFACTURES DETAILS. M91e� b!1 YmDp TD PIYf W� fOO NR eME�K'1 DOOR JAMB TO BLACK +3" E SCALE: t- T . 2X4m 6E01M TO DLOCK IW )W TAPCONS (MIN. SHANK SIZE .14b MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 8 NOTE: STRUCTURAL 2X W O.C. MAX SPACING. MUST BE ON OUTSIDE 8 2Xim SECURED THROUGH SECURE TO BLOCK Wn-%' NON-STRUCTURAL %' TAPCONWMM. SHANK SIZE TAPCON MIN. 1-)4 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 W OF EACH END 4 8. CM 1f' DRYWALL IV OZ. MAX SPACING. 2XO m I'X4' OR I'X2- P.T. NAILER SECURE TO BLOCK W/2-w 2ND 2X SECURE TO TAPCONS(MIN. SHANK SIZE*ATTACH STRL,ICTURAL MEMBER 145 W/l2)12d WITHIN 8' OF EACH MIN. HEAD SIZE 300END 4 6' TO W O.C. MAX MIN. EMBEDMENT I Y4)"—DOOR CASING WITHIN W OF EACH END 4DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED V) DOOR JAMB TO BLACK +3" F .... TO BLACK +3TO BLACK +3" SCALE: N.T)3. 2X4m SECURE TO BLOCK WA4' TAPCONS(MK SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.C. MAX SPACING. SECURED THROUGH 2X6:m NON-STRUCTURAL116' SECURE TO BLOCK WA-1/4' TAPCON MIN. 144- TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 1f' DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. OR I'X2' P.T. NAILER 2X8cm �.X4' SECURE TO BLOCK WA-1/4' %' OAB. X 4' MIN. TAPCONB (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMS OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' OG, MAX SPACING, MANUFACTURES DETAILS. NDI4 41M N I�eD p I•HA.IY� 100 NOf e"mnY') DOOR JAMB TO BLACK +3-7/18" G RDiD011 TO BLOCK +3-7 18" N. 2X4m SECURE TO BLOCK W/Y4 TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4 J WITHIN VOF EACH END e NOTE: STRUCTURAL 2X IV O:C. MAX SPACING. MUST BE ON OUTSIDE 4 2)cbm SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL V TAPCONS TAPCON MIN. I-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) 8' C"IU WITHIN S' OF EACH END 4 YJ' DRYWALL IS' O.C. MAX SPACING. I'X4' OR I'X2' P.T. NAILER 2X84mo SECURE TO BLOCK WA-V4' ' P.T. X W MIN. TAPO" CASING (MIN.SHANK SIZE J45 rOOR MIN.HEAD SIZE 300 MIN.EMBEDMENT 1 Y4) OOR JAMB OR WINDOW WITHIN S' OF EACH END • TTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS, NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 3/4" H WINDOW TO K +3 3 4' ALE: KTA. 1441 N. RONALD REAGAN BI LONGWOOD, FL32750 PN: 407-7746078 FAX 407-774,4078 www.abdesigngmup.com AA N: 0003325 f a sunDm As LOT: ABBOTT PARK LOT #43 BLK #9 PROJECT#T 041 000-430 1 MODEL: 4EWB "1499—FREEPORT" GARAGE eVINO: RIGHT PAGE: DETAILS %160 MPH EXP. C Dw� 12/06/19 aDCALE: 1/4"=1'—O" IlMEET D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.4 FL 17232.3 FL 17248.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 6223.3 FL 17325.1 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL37676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL35332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 1S279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.R7 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM 0 W W W.FLORIDABUILDING.ORG CONTROL DATE: 10/11/2019 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7746078 FAX 407-774-4078 wwwAbdesigngroup.com AA 0: 0003326 t 4 slTJHDIV.W Mt ABBOTT PARK LOT #43 BLK #9 PAOJE CT# 04181.000-43091 MODM WB "1499-FREEPORT" OAJRAOS OWMG. RIGHT PALM PRODUCT APPROVAL LISTING %160 MPH EXP. C APPROVED BUILDING UARAP FrIEeOR'ED CONTROL JOINT FLANGE OF CONTROL JONTS Td BE WRED TIED TO LATH • S' OG. MAX (VERTJ. NeYM DO NOT FASTEN CONTROL JOIN TO WALL EVEN P STUD EXST6 BEYOND 1)(CEPT STAPLES WV exec MAY 10 USED TO TEMP OWL JOINT DURING INSTALLATION FMRNER6 TO BE SPACE • l' O.C. MAX VERTICa1.LY / / i \ il- ?WICK 3 COAT CEMENT PLASTE\ KIND LAYER 9, FORMIBER BUILDING PAPER APPROVED METAL LATM FASTENED h' (VERrJ OL. MAX AT OPPPORT6 Wift LAYER % STUCCO WRAP WOOD SNEATHM \ �Oi�rtNi ATH L6NN.L NOT LA CONTMUOIS r ro r s v TO r JOINTS OUT SMALL M STOPPED AND TIED AT EACH SIDE. PER ASTM CW66 _ PInV1DC 2X4 BLOCKING 1.1014 PLACED PLAT MAX S' TO S' \ PROM CONTROL JOINT U44EN CONTROL JOINT FALLS ON Nam \ LFASTENERSFOR LATH TO M NAILS a i 6TRUCTIWRAL STUD STARES IN COMPLIANCE WV ASTM C1063 2. ONE TIES TO M (NO. S) 00416' UWRE D. BLCKXNG SHOIW MAY BE N ADMITION• \ TO WALL STIRS REGRWRED PER RAN / OLIq.D NIMO.Pr.A OL FOLD .MIND . Pr. A 1 ONAM . Pr. • L CLAN . Pr. C Z:� s O Lo Tr OLPOLO NfMO. FT.A i pMAA.. Pr. E FOLD AF • ® L.OLD NIYO . M. A 1 COWAN . M. L COWAN . PT. C 4.1" Fr. C OVat Pr. S TWL PI. C TOIICMA MOTTO, FLAMM r 0 EOTTCm K'1N WM7R TNWIrf NAI. POLO. GQ Ea am. T) SMALL BE LAPPED A MNFWM OF 4'P4' MLP-ADMINNIS MEMBRANE L 6' • VERTICAL LAPS (ROLL /LMMNG (CCMI-ATIB.E IW MOUSE 7\ SIIDS) 16' • MORSONTAL LAPS. WRAP MATERIAL) OVER ALL SEAMS MOND TO BE TAPED LATH VERTICAL LAP TO DE I' APPROVED MOUSE WRAP. WNTM FCWNBM SHEATHMG TAPE \ FLMMM TO EMEND ONTO PIPE / \ 1. OR LESS PIPE / \ PENETRATION I' MK LAP. mTAL LATH \\ �C X X X I X X X - CUT AND OVERLAP ONCE 610E OF / METAL LATH SELF -ADHERING MEMBRANE -� I PL404R40 STEP M U1115 77or'lo O URRAPP I LAYER PLASTTER! COAT CEMENT • rTM P LM Y PETAL LATH WPM LAYER 7, FORTPIBER UAlB LAYER V. PORTIFIMR BUILDING PAPER � BWLDNG PAPER WPM LAYER -1, \ / STUCCO IIAR,IP INSTALL FASTENERS (CLIPS, 1 WOOD 6HFATNMG STRAPS, STAPLES) A6 I / \ REGURED TO MOM& PIPE/ LLNIE TO FRAMING 2 SCALE,( ?- T AP ® KIC KO UT DETAIL a I NrrALL offm OAT NIm** A IOC! . WALL NISRICTICNW WATB! mw NAI. MIND OR .OLDER oo MDr OR) !iamL SIDE LAPS OF METAL PLMTER OASES SMALL BE SECURED TO FRAMING rmr-wR6. THEY SMALL BE TIED MTWBEI Surl"CRTS UIIT4 00415-K (171-MT'T) WRE AT INTERVALS NOT MORE MAN S' (778-MMA M PER MTM CMS l,l PM REPAR OF TEARS M WPM LAYERS, TEARS MAY BE PATCHED WA40LM WRAP TAPE PER MANR OPEC. OR PEEL I STICK WL70D STUDS SMEATMNG dSLDNG PAPER r"N LOP 6TUCC0 HORIZONTAL LATH & PAPER DETAIL WOOD SHEATHING OR CMU WRB LAYER "I, STUCCO WRAP (FRAME ONLY) 9' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER IQnrxnllel I WJW.= Z 5'X5' 'L' TYPE CONTINUOUS E Z GALV. METAL FLASHING i (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. 4• 6• ) OVER 47N' MEMBRANE APPROVED CU y�.��p T AND OVERLAP ONE 61DE OF 02 FLASNINS MIe'eRAre STEP WIN LAYER % STUCCO WRAP WI! LATER 9, PORTP'IBER BUILDING PAPER METAL LATH S•PS' SELF-ADNERNG MEMBRANE FLASHM OVER 4'"' SELF-ADMERINO MEMBRANE FLASHING OVER APPROVED NOISE WRAP. EXTEND Cwm PIPE CONT. BEAD OF SEALANT AIR SECTION PER SECTION MW mo ♦fit Fxlerbr Iqe of ForWad c.rrlaW Fl-w sh.N —ply *th th apWl.MW regLAmments of ASTM C 926-12A. lmt.N.tlon of eNerlor laANg and ftwl shell wNh ASTM C IDMA2A. PIPE PENETRATION DETAIL (FRAME) N.T.S. LEGEND DRAINAGsE PLANE (WRB LAYER *I, STUCCO WRAP) WR5 LAYER 02 (FORTIFIBER ----- — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO` ° SELF—ADHESIVE FLASHINC-s — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R-103.11 / ASTM C-841-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PM: 407-774-6078 FAX: 407-7744078 wwwAbdosigngroup.com AA N: 0003325 ek i istmDm Is LNOT ABBOTT PARK LOT #43 BLK #9 Pnoa=T# 04181.000-43091 MOD= 4EWB "1499—FREEPORT" GARAGE sWUM: RIGHT PAGE: WALL ASSEMBLY DETAILS %160 MPH UP. C ECA - 1/4-=1,—O" SiMET WA1 -7. 1 J-Fi�.'�. BACIZR ROD INSTALL i' SELF-AD1 ERMKs MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLAWW TO 11 L BOTTOM, 2. SIDES, 3. TOP VENT CAP IS TO BE SET IN DED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 18 TO BE TOOLED 80 AS TO DEFLECT WATER AWAY FROM JOINTS. E•Z DEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES,Y1 CAULKMG a JOINT ALL AROUND PER SECTION R703.7 Extarlor Iath!ng and Waterloo Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. Wm LAYER 1, STUCCO WRAP �t4i, I HOODED PENT "'�, i' THICK 3 COAT CEMENT PLASTER METAL LATH WPM LAYER V, R;IW FIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 12 (FORTIFIBER - • - - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING - — — — - NOTE: METAL LATH: LATH TO BE PER SECTION R"103.11 / ASTM C-841-0% MIN. 2.5 LBS, PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEI VERIFY LO STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT* TOP 4 SIDES 9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL I i' SELF ADHESIVE - FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE, N.T.S. STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/EACK- ROLL PRIOR TO ELEC. METER INSTALLATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 1, STUCCO WRAP WOOD SHEATHING APPROVED HIOUSEWRAP ELEC. METER FIELD BELOW VERIFY LOCATION SUCH NO NO MEMBRANE MEMBRANE ENTERS BOX, APPLY STUCCO SCRATCH COAT APPLY TO FAI EDGE AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYELEND FOAM C'GREAT STUFF' OR SIMILAR) APPLY A SILICON EASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES APPLY E-Z OVER be MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND INTERSEGTIC PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMEO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION WOOD CONSTRUCTION S' O'u WOOD 81-EATWMG W!D LAYER 1, STUCCO WRAP WR5 LAYER V. FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STIIJCTURAL MEMBER • V Oa MAX K' TOx' MDre-WALL uatE� acRlD L' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY ONPOW APPILYING V mmaH • MAGQNRY HORIZONTAL WEEP SCREED (FRAME TO BLOCK e' WRB LAYER 1, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING mum OVER BOX AND OVER APPROVED WRB LAYER 1 STEP 1*1 STEP #2 LAYER 1, STU STucco WRAP STEP #3 APPLY 6(D MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP 0 R IISIG MEMBRANE SELF-ADHE(FLASHING I `WRB LAYER 4, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) n_ METAL LATH STEP #5 STEP #& OELECTRICAL RECEPTACLE 1441 N. RONALD RFAGAN BLVD, LONGWOOD,FL32750 PH: 407-7744078 FAK 407-7744078 www.abdesigngroup.com AA N: 0003325 E pp A qp aVBDXV. S. LOT ABBOTT PARK LOT #43 BLK #9 PROJMTO 04181.000-43091 MODRIXIC "1499-FREEPORT" GARAGZ EWIING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C RXNT R 12/06/19 - 1/4"=1'-0"A2 LEGEND DRAINAGE PLANE (LURE LAYER 01, STUCCO LURAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO LF-ADHESIVE FLASHING - - - - - k 2 1/2' CORNER BEAD (FASTENER 4 SPACING ® l' O.C.) CMu gib' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R\CORNER BEAD � BLOCK 144i N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdaWgngroup.00m AAk:0003325 __ J i svBDIV. at LOT: ABBOTT PARK LOT #43 BLK #9 PROJWT# 1.000-4 091 UODZU 4EWB "1499-FREEPORT" GARAGL' OWING' RIGHT PAGO: WALL ASSEMBLY DETAILS 160 MPH EXP. C PRINT DATR 12/08/19 sc#.=: 1/4"=1'-0" sIEEM WA3 LEGEND DRAINAGE PLANE (WRB LAYER 41, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — • — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING UXVD TlaicTroN v— IIID= SHEATHNG D�4MER I�fF.SISTIVE WEATHER POMOTIVE BANtM n emmia EUARItlER �eISTIVE STANTER GTRIF' / \� \� TMTHEN �SISTIVE `\ s 6' SELF-ADWEP NG 1WRIM an_ ia! FLASHmYsTAL GALV'D METAL . �W PLASHNG UIpOD 1. M IR e CAAW, / YIaiOD�TRIM MLNEM / GR AppROVEp SEALANT SIDING TO STUCCO 0 BLOCK TO FRAME 9 TRANSITION 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH:407-7748078 FAX 407-7744078 www.abdosigngroup.com AA S: 0003325 BUDDIV * LioT: ABBOTT PARK LOT 043 BLK 99 PROJECT* 0418 . 00-43091 1[ODBIs 4EWB "1499-FREEPORT" OA1tAOB BWING: RIGHT PAOL': WALL ASSEMBLY DETAILS 160 MPH EXP. C a � 12/08/19 BCAL.B: 1/4"=1'-0" 8*9x=T WA4 op 1/8' TEXTURED V -- 1/2' TEXTURED x --- - -- _ - j 2x6 SUB-BANb FINISH • CMU % W/I'x4' NOTCH aMETAL LATH x x x x x x x x ------ -- — END, WRAPPED IN PEEL 4 STICK ` METAL FASCIA WRAP Ds SHEATHING IU OR C"i WPM LAYER 91, x x x x x x x x x x x x s DRIP EDGE d\ STUCCO UR24P(FRAME oruY) x x x x x x x x x x x x I \ = WRB LAYER 4, FORTIFIBER x x x x x x x x x x x x x ---------- ------- — ------ --- --- I I/8 1/8' TEXTURED I\ FINISH WOOC \\ 1/2' TEXTURED \ 2X6 BUD DAND � ONLY) ROOFING CEMENT x x x x x x x x x x x x x x x x x x x x x x x x M FRAME OR CMU FELT PAPER FINISH 40 CMU \\ DRIP EDGE x x x x x x x x x x x x x x x x x x x x DRIP EDGE \\ x x x x x x x x a I�� METAL FASCIA WRAP Ya' FROM \\ ©�L,L�,N METAL KICK OUT x x x x (REFERENCE POINT ONLY FOR WALL OFF - SET ------------------- STUCCO, I' FROM \ WOOD WALL \ OF COMPONENTS) EXTERIOR WALL \\ (FRAME OR CMU) \ NOTE: NOTCH FOR 2X6 \ SUB BAND ONLY ®ELEVATION ©PLAN ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL NOT INTO STUCCO) 1/8' TEXTURED FINISH 7F '> / WOOD, 1/2' TEXTURED FINISH ®CMU 2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.G. MAX. 2x SUB -BAND UJ/%'x4' NOTCH ® END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 3 SUB BAND DETAIL® WALL W/KICK— OUT METAL FLASHING, WRAPPED MIN.1'4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT 0 ROOF EDGE OMITTED FOR CLARITY kME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WN¢'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 FM: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M 0003325 t w 8 a mmmmm, atTHDIV. 4k 7,07.11 ABBOTT PARK LOT #43 BLK #9 PROJRCT* 04 1.000-43 91 MODZX,c 4EWB "1499-FREEPOV' 0ARAGE BWMG: RIGHT PAOZ: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C DA 12/06/19 8CA*"• 1/4"=1'-0" a*== WA6 TE-1 1 *:3 1/2"uj 11' I 4" ~ 4" CONC. ri a SOLD' I M TOP OF SLAB 3 SLAB 11 O 1, 11 F M -12 X 18 — — 4 — — -1EXTEND 2, 8" SLAB 1 1/2" 1T-10" 14'-7" 1 i 8'-11" 1 1 BORA CARE TERMITE 11 PROTECTION TREATMENT 4" PVC MAY BE USED IN LIEU OF CHASE SOIL TREATMENT i I w X 11 Ri 00 I 11 I N LL � 11 II I N Nl— 21'-2" 1 j 16'-10" I i� 1 TO - OF i I 1.1 SLAB f LLI I� .I 1. I � EXTEND I . TE-2 r _ _ II , N *5 1/2 I ' 1 ( 5 3'-4"1 1 1 4.2, 6" 15'-8" 1.1 19'-6" 18'-6". N N NI w �I N EXTEND (� 4" CONC.1 SLAB 1 1/2" Iw w SLAB I 1 ' 11 I 2 11 �cl)J LL 31% i 1 I 1 N N I 3'-10" ,d 1� -71/2 1I 111 2 L _ FM-12X18 1.1 1 LL FMC-12X18 FM-12X18 FMC-12X18 e 1'W12X12 FOUNDATION PLAN SCALE: 1/4" = l'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3, COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION+4-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.01NDICATED #5 BAR, EIINDICATES #6 BAR,WNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30'. #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #6'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Pm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (30D0 PSI), UNITS LAID IN RUNNING BOND. 16, WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF, REMARKS 6x6 W1.4XW1 A OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8"SEE PLAN W. - s (-)0"-0" FM712x18 12" CONTINUOUS 18" - (2) #6s - (+)0'-0" FMC-12x18 I " CONTINUOUS 18'. - O#us #5 IN CURB VARIES TE-2 12" 1 SEh PLAN B7 s (+)0"-0" FM-12x12 12" CONTINUOUS 12" 2 #5's + 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.ebdesigngrouP.00m AA #: 0003325 R >r C BunDiv. Ae LOT: ABBOTT PARK LOT #43 BLK #9 PR,oJECT# 0418 .00 -4309 MODRIA "1499-FREEPORT" GARAGE B VIMM' RIGHT PAGE: FOUNDATION PLAN %160 MPH EXP. C DRINT A 12/06/19 BCALE: 1/4"=1'—O" 811ZET si 30" MIN. EACH WAY MONOLITHIC FOOTING z� � STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED p CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS < ��L r CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS v v v_ m G I U W 1v" _ T'-. •. .. GARAGE DOOR w Fs KD_..r FM " W g� RECESS K'm Z 6" CMU WALL O rn B" CMU WALL CORNER BARS, SAME SIZE AS BAR I ° w w g" 0 tO o M Z IN FOUNDATION WITH 30" LEG EACH w = +- 0'-0" TOP OF SLAB TOP OF SLAB B WAY AT ALL CHANGES IN DIRECTIONS I ... �j "1 SO THAT THE STEEL REINF. IS CONTINUOUS [n .... I MATCH AMOUNT OF CONTINUOUS BARS I, CURB FOR • ea • EXT. PORCH SLAB Wl1/2" ISOLATION � BEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (1 STORY)- #3 18" EXT. PORCH SLAB - VARI SEE SLAB SCHEDULE TOP OF GARAGE 4" CHAMFER STORY) ° ` E _lu CONTINUOUS STEEL MONOLITHIC I FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET 0" AT ELEV: .,• JOINT (WHERE a a 6" CHAMFER (2-STORY) #4 24" W/ 1Y2' IS (1 6" CHAMFER (2-STORY) Lh .. O,p APPLICABLE) Z SEE SCHEDULE #5 30" JOINT (WHERE. EE SCHEDULE i FOR WxD, BAR SIZE APPLICABLE) Z - e FOR WxD, BAR SIZE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF AND BAR QUANTITY AND BAR QUANTITY CONTINUOUS BARS PROVIDE THE LEAST 42„ NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:34"=1'-0" @ GARAGE SCALE:34"=1'-0" q CORNER BARS DETAIL �4� DOOR OPENING J SCALE: 3/4"=1'-0" SCALE: 3l4"=1'-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48"----.--�� AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" OIC BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL WI PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN W p CL I 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE NEW REINF. BAR 0 SECURED W/ 2- PART 0_ No 2 STUDS SEE PLANS FOR PLATE TO SLAB W/ SPACING. SINGLE BTM. PLATE SECURE WEBT+DGE WEDGEANCHORW/2" PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. 2" CAPPED a EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASH WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO GALVANIZED PIPE Q 8", UNO PLATE EPDXY S1/2" EMBED. MIN. 16" OC SLAB Wl10d MASONRY WIFLANGE ®BASE Q G] FOLLOW ALL MANF. N R SPECIFICATIONS FOR USP SPTH4 OR SPTH6 BTM MAX. NAIL 16" O/C STAGGERED. ADDITIONAL METAL USE AND AND TOP PLATE ANCHORS W/ CONNECTORS NOT 4 H PREPARATION OF 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE REQUIRED WHEN NO HOLE. W UPLIFT IS PRESENT. SECURE FLANGE TO SEE SLAB SCHEDULE SEE SLAB SCHEDULE LAB W/(4) l l4" X 2 1/4" p 0 --{ Q TAPCONS VS QQ- +- pI • .- 0'-0" OF SLAB �� ... _ ; TOP OF SLAB 4" CHAMFER (1-STORY) • ° 6" CHAMFER (2-STORY) a �— - •�` _e EQ. EQ. SEE SCHEDULE EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY BOLLARD MONOLITHIC FOUNDATION .{, CURB FOUNDATION WOOD WALL 1INTERIOR CURB FOUNDATION WOOD WALL 5 6 3l4"=1'-0" " DINTERIOR \ / SCALE: 3l4"=1'-p" (W/ UPLIFT) SCALE:3l4"=1'-0" BCALE: 50AL��4=1" (NO UPLIFT) LAP TOP PLATE A MIN, OF 48" AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS z 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL Wl SYP No 2 STUDS SEE < a PLANS FOR SPACING. SINGLE SECURE ST. PLATE TO O BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL w 16" O/C STAGGERED. ADDITIONAL METAL U a a JV CONNECTORS NOT cn REQUIRED WHEN NO 8" CMU WALL UPLIFT IS PRESENT. Z ° - TOP OF SLAB SEE SLAB SCHEDULE .I` Z SEE SLAB SCHEDULE e� TOP OF SLAB . n • "ISOLATED'. COLUMN PAD ' e ' CENTERED UNDER WALL AND •°•� •� • POURED MONOLITHICALLY WITH • • �— —s- FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FOUNDATION WOOD WALL AND COL. PAD „ S=FOOTI[NNG BDALE: 3/4"=V-a' (NO UPLIFT) SCALE: 3/4"=T-0" 144i N. RONALD REAGAN BL LONGWOOD, FL 327W PH: 407-774.6078 FAX 407-7744078 www.abdealgngroup.com L AA 0: 0003325 i H C 4 sUDDIV. & X.01il ABBOTT PARK LOT #43 BLK #9 PROn=T# 41 1. 0 — 3091 MODEla "1499—FREEPORT" GARAOm swiMG: RIGHT PAGE: DETAILS %160 MPH EXP. C pRnqT DATE. 12/06/19 scALR: 1/4"=1'-0" S1.1A sIiRET DOWEL PLAN SCALE: 114" = V-0" 1441 N. RONALD REAGAN RLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngioup.com L AA 8: 0003325 A f i� ounDrv. ae LOT: ABBOTT PARK LOT #43 BLK #9 PROJECTp 04181.000-4309 MODEI 4EWB "1499-FREEPORT" GARAGE 9WING: RIGHT PAGE: DOWEL PLAN 160 MPH EXP. C DA 12/06/19 SCALE: 1/4"=1'-0" SxEET s1.2 TIE VERTICAL RESAR TO HORIZONTAL REBAR Wl 10" HOOK - GROUTED BOND BEAM I 1 VARIES PER ELEV. #5 BARS a,1 CLEAN OUT REQUIRED FOR INSPECTION • I TIE`ERTICAL REBAR ° -• a TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR CIA. Z W f > #4 24" M U #5 3d' 06 36" #T 42" HORIZONTALNERTICAL REINFORCING CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdosigngroup.com AA N: 0003325 } ®k i aMill BunDm as r oT: ABBOTT PARK LOT #43 BLK #9 PRon=T# g STEEL REINFORCING IN GROUTED 04181. 00-4 09 CELL SEE PLAN FOR SIZE AND WoD ad CL SPACING REQUIREMENTS EWB C "1499-MEEPORT" x (L GARAGE BWXNG: a to6 g e" cMu WALL RIGHT -0' L.TOP OF SLAB ° TOP OF SLAB PAGE: SEE SLAB SCHEDULE Lu a BAR SIZE 48 BAR DIA. �> •° a EXT. PORCH SLAB 4'CHAMFER (1-STORY) DETAILS � 18" � O �• ° W/ 112" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE.°' APPLICABLE) 2 MATCH STEEL 6REINFORCEME" PVC CHASE PER SCHEDULE 38 6" PVC CHASE THRU FOOTING 160 MPH EXP. C THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT ARCHMM FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE 4 THRU FOOTING DE 1 20 A, I DA=. 12/06/19 8CA=: 1/4"=V-0" 88EET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTAl6 W/ (9) 1Od x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1Od x 1 1/2' HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 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. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (pal) Wg, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING B81 MASONRY 3000 Sx8 (1)#5 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT 40ye.4CN88 SAFE LFOAD PL SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH ,aar w12o wsa wma a1� a mmm ese ra TYPE LENGTH SUS RCMU TYPE LENGTH erstt woo wa•tr waar w►+r I wiser eraott arrow ws4tr craw aras,r watar eFaslr WSW Blr ara,s wa4e wan non orms wu4e erowe sd (42') PRECAST 7281 aoa ara eta SW SW er4 em tar+ 9'd ('127 PRECAST 1026 1024 78BB Sd (42") PRECAST tm am 3a4 4m am IIIa 7mt am 4m ol1a 7e47 r74 ma 1,m 1m am 304 4m era e,a 7m1 *(r PRECAST NB") 79e6 Let net em 4m UM 7084 SW #4r (461 PRECAST 7e8 7e3 t300 4'd (41n PRECAST 1m 2m am am 4m em am am 4m $113 7e47 an =114 1,ee 1m em 3W am WO em SM ,•� � PRECAST ,� ,m 21m aa1 3M emo Sea 4'd 1�9 PRECAST aez EBt tors 4•d (84') PRECAST Iw ma em 3m 4oe 4A1 as 2W OR eHa 7w rs "m ,tm Ian mm saw am 4m 4m on S�• (B4� PRECAST 121T ,m tm tm 2m Mn am 4m Sol' 1e49 PRECAST 417 417 746 Ste• (�") PRECAST tole 171 22R 2m am Sea 4M na fae0 em 7W to toe 1713 am am Ter art 4e= S•10' (M PRECAST 1002 11r 1173 ,m am sM Tar 3470 8-1(r (7M) PRECAST 340 330 018 S-10' (M PRECAST m 1 see 3107 M 4138 MR xm 4am i nol am = ,em aam ma 31o7 dean 41a Sd ( PRECAST Y08 tar 2177 a4m mm a7w 4m aool #$' (78') PRECAST 007 721 ISO Sd i78") PRECAST m t aw im 21n also mt am t 1es 1407 lea am arm ar1 an: Td (YD') PRECAST 743 e11 ,7a soli 2m Lola arm 7116 rd Mn PRECAST 424 6S1 8B3 Td ltib7 PRECAST i aln 3m mn 1730 am am eon eel am 1m ter m am nu am V4d 11 PRECAST 2'1 884 m „m I = 2ea am =te m2 W4 (112� PRECAST 32B 672 280 B4• (1117 PRECAST7a 700 11 147 1ol 21s 2m( 1m 7W m4 am sm m tole ,m tw 2=4 Ue (1tB� PRECAST 478 mm 1aa aaa am am am lad (128� PRECAST 2B4 407 tB0 lad (128� PRECASTm I es ate ,f 1 mtttad 1m 1m 70q Zm 47a m 71m t472 77p am =tam (13r) PRECAST 3SL m aae fm am ala7 4m 11'�' (13r) PRECAST 200 452 154 11'-4• (13r) PRECASTm ea m ton 17a111W w tm 1m am a,n 4m w , tm tee en" 2/n (144� PRECAST 837 m W3 ,m tm4 eta 2m am 1T4r (I" PRECAST 214 402 137 lr-V (1441 PRECASTm m 7a m t Tea17d .a ,m ,ea eta 2m am m m tm , sole ts�• (teo•) PRECAST zaB m m Im tm ter an am 1sd (1e0' PRECAST zt7 324 ttD 1si• (tB0) PPECAST 416 m w M. 014 t ,3= 4" m ion "a tm =e 2m 4= 410 im Iwo u tar 14'd (16n PRECAST 279 4= m 1002 n= ten alas mo 14'-0` (16B") PRECAST 205 283 100 IN-W (ion PRECAST =4 m m 7= m I = 442 7m tm 1m ten 21n 2m 4m m 717 Ira tar 14'd (1s') Pli>�1AE88ED N.R. M loll ret IR =l M IA 1Yd (178� PRESTO N.R. 2M Bt 74'd (178� PRE811itEBED m m aM m m m eR m m 1 = tat 1131 In4 40 m tm tm se =,7 F 18"4- (164) PRE N.R. M M M M M M M 15-4' (784� PREBI N.R 2EB 89 78i• (184� PRGBIRE88® m 2m 213 m 4a ale m m m , at1 1 1m 412 710 tm 1M tar = 2Ha tT�' lmB') PRE NA rw r= eat tat ,al et 1a! iT�• C�6B') PRFB1TE88� N.R tw N iTi• (IOSD PRESTRESSED 1n tm sa m /ae m eat 7m m 7r fm W3 "n ee m me tar we mu W-C (R92') PRE Nit et Nit Nit M mt M Hl 18.Y (292y PRfi87 NA 74B St 19�• Mr) PRESTRESSED im m m m ae 4' 447 m a7 a, 047 7a 12n m 4= miw im we 1716 21•1' (280i PRESTRESSED MR. NR NR M rat M rw rn 21'd• (2tiB� PRE87R� N.R. t2B 42 2,'.4' fie') PRESTRESSED ,e ,4: xa m en sa A m m m m m In m 10e m ea m m tt,4 ,m ,m 2r4r (2841 PRE87RMW N.R. et ra rw 22d �7 PREB N.R. 11e 40 2r4r (2e49 PRESTRESSED� m to m m m as oli 4a m m m m m tr 1m tm 21'4r (288') PRESIRE88m N.R M im e, M zrd Ise') PRESTRESS® N.R. 91 39 No (mn PRFAliE88® ,elto 1= m m olami am m d 410 Wilm m Iffm m m is ma Int (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR, (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. ALL VALUES TAKEN FROM SAFE LOAD TABLES' BY CASTCRETE MAY 2016®ITION - PRECAST PRODUCTS BY OTTERS TO►EET OR EXCEED VALUES STATED ABOVE •ALL PRECAST PROMICTS ARE TO BE *WALLED PER MANUFACTURES SPECIFICATIONS • PROVIDE MINI" 4.OF WARM PAST EACH SIDE OF wANDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-0126.03 ------------ i S +r 5 d ° 8 8F16-1T/OM/OB 8F76-lT/OM/OB y +y, 8F16�� M/OB T-8" g-p• p a 1 % @ Fir ( t i a1' '+c i " UNO, PROVIDE BB1 WHERE ro` ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-0", UNO. to �, 4 d ( ( 7e 8RF14-1T/0M/0B p l •�F� �`�� ( l t 8F8- $ } 8F16-lT/OM/OB 1T/OM/OB .,,�� ) 8F20-lT/0M/1B % 4'-6" 5'_10• o" F 17'41" t LIFT BEAM PLAN SCALE: 1/4" = l'-0" 1441 N. RONALD REAGAN Bl LONGWOOD, FL32760 PH: 407-774.6078 FAX: 407-774-4078 www.ebdeelgngrouprom L AA #: 0003325 f oummrv. A. X'oT: ABBOTT PARK LOT #43 BLK #9 Prtoa=T# 0418 .000-43091 MODETA 4EWB "1499-FREEPORT" GAR"M oWn4G: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C ISCA 12/OB/19 X: 1/4"=1'-0" ET s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 314'=1'-0^ OF �\ EaG� PLACE STEEL REINFORCING (1-2) AS DEPICTED HEREIN. n\a �;5E �o •? F = FILLED W/ GROUT U = UNFILLED 8F16-1T/1 NOMINAL- L�-' HEIGHT # OF #SS, TOP BOND BEAM COURSE IT IS THIS ENGINEER'S INTENT THAT XFXX-1T/1M/06 INDICATES A DOUBLE BOND BEAM AND XFXX-1T/OWOB INDICATES A SINGLE BOND BEAM NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE, 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. S. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. # OF #5'S, IN 2ND BOND BEAM COURSE M/ B # OF #5'S, BOTTOM PLACED IN LINTEL WINDOW PRE-CAST•31/4" WINDOW SILL Z a 'SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 1/2"=1'4" TYR B"x8^ BOND BEAM 61 TYR 8"x16" BOND BEAM 8x16 OBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/ (1) #5 BAR .� BOND BEAM 40 GROUT SOLID FROM TA�F LINTEL TO TOP OF BOND OF OPENING BEAM 8x8PRE-CASTCONCRETE LINTEL W/ (t) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING -2" OR BEAM DESIGNATION 8x8 PRE -CAST CONCRETE LINTEL, W/O STEEL (1-1) REFER TO PLAN FOR LOCATIONS B Tn. 1441 N. RONALD REAGAN B( LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744018 www.abdssigngroupcom AA #: 0003328 �i ba C D �yy 4 Y POOR Z LOT. ABBOTT PARK LOT #43 BLK #9 PItOJ&CT# 04181.000-43091 MODEIA 4EWB "1499—FREEPORT' GARAGZ OWING: RIGHT PAGE: DETAILS %160 MPH EXP. C Dpmrr ATL: 12/08/19 OCALO: 1/4"=1'—O" 8*1ZET S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9)10d x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10)1 Od x 1 1 /2" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS, 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PSS36, .177" " x 2 718" 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 V-O-, FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,600 LBS SHALL BE FABRICATED WI A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY I ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN, MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4" = l'-0" 1441 N. RONALD REAGAN EL LONGWOOD, FL 32780 PH: 407-77443078 FAX: 407-774-4078 www.abdosigngroup.com L AA 8: 0003325 1 �r C i OUNDIV. & XOT ABBOTT PARK LOT #43 BLK #9 PROJECT/ 04 .0 -4 091 MODMIA 4EWB "1499-FREEPORT" GARAGE DWING: RIGHT PAGE: FRAMING PLAN 160 MPH EXP. C DE pamT .1 DAM. 12/06/19 BCA=: 1/4"=1'-0" 8*mmT s3 A-(i)USP HTA16 TRUSS ANCHOR WITH (0) SHE pLVW000 SHEATHING, SEE 10d x 1 1/2" TO TRUSS. FL#17680 PLYWO"ROOFOD # 1175 UPLIFT USP B-(2) USP HTA16 TRUSS ANCHOR WITH (8) OOR HTWM20 W/1010d TO 10d x 1 I/2" TO TRUSS EA STRAP. FL#17680 SHEATHING TRUSS AND (4)1/4" x 2 1/4" DBL STRAP, 1 EACH SIDE WRAPS UP AND FASTENER SCHEDULE" TAPCONS TO CONT OVER TRUSS (NOT SHOWN) POURED LINTEL NOTE: A PT SYP #2 2" x 4", # 1800 UPLIFT (2) USP 8", 8" x 4'4" MAY BE ADDED HTWM20 INSTALLED ON PRE-ENG TRUSS W/ 10d NAILS, 2 ROWS, 3" OPPOSITE FACES OF O/C TO FACILITATE ONE BLOCK WALL W/10 10d TO ADDITIONAL PLY MAX. TO TRUSS AND (4)1/4" x 2 1/4" 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS TAPCONS TO CONT CONTINUOUS BOND BEAM SEE ARCHITECTURAL ANCHOR REQUIREMENTS. POURED LINTEL 2z SECURED W/ (3)16d GALV. COMMON NAILS. ENGINEERED WOOD 1x2 SECURED W/ 10d TRUSSES G 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12" O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) TITEN 2 ANCHORS MIN. 2" COVER 8 2" APART REPAIR OF MULTIPLE TYPICAL TRUSS/ 1a 1b _ ` '- MISPLACED EMBEDDED TRUSS ANCHOR GIRDER CONNECTORS) 3 PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS N-0" O.C. (AT O P RE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX O (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d 0 EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT 2X4 DIAGONAL BTM. CHORD COVER 5 TRUSSES) 4'4Y O.C. (AT SHEATHING BRACING. SEE PLAN FOR FOR STRAPPING SEAMS) LOCATION VERIFY 0'-0" TO 30'-0" (1)'7(" BRACE 30'-1" TO 69-0 (3) "X" BRACE SECURE 2x8 PT. PLATE SECURE 2x6 PT. PLATE TO BLK W/TRUSS PLAN (1) "X.' BRACE @ CENTER TO BLK W/ DIA. W/ CIA, ANCHOR BOLT W/ 2" (2) "X" BRACE DIVIDED EQUALLY BOLT ANCHOR BOLT W/IG WASHER FROM CENTER TO END. WASHER SET IN HIGH STRENGTH EPDXY 6HMIN. STRENGTH EPDXY 6" EMBED. AT 32" OC MAX. 2x WOOD FASCIA, MIN. EMBED. AT 32" OC SECURE GABLE TO 2x8 P.T. SEE ARCHITECTURAL MAX PLATE W/ 12d's 8" O.C. MAX RE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12ds 8" CONC. POURED STIFFSACK (AS PER O.C. MAX LINTEL COURSE TRUSS ENG) CONT. 2x4 SECURED W/ (2)1Odle Q EACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX. CONT. 2x4 SECURED W/ (2)10d's Q EACH TRUSS TO BE INSTALLED 010'-0- O.C. MAX. SEE SCHEDULE FOR--�v BOND BEAM RED. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL `r SCALE: 3/4"=1'-O" BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:34"=1'-0" NOTCH DEPTH 114•D 10 HOLE EDGE THE USE OF ALTERNATE MATERIALS MAY BE METER L STUD USED SO LONG AS THEY CONFORM TO THE OUTER 1/3 FOLLOWING SPAN ONLY°F OLE EDGE >5/8" 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS _A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS ED WALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES ASTHE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE 01 THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, BTM.HOLE DIAMETER AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE PLAT< 3/5•D DBL. STUD SUBJECT TO F1 AND F2 FORCES. STUD NOTCHING AND BORING LIMITS 0 scALE:1 vz'=r-0 S�j�E MATERIALS E: 3/4'=V-O" 1441 N. RONALD REAGAN 81 LONGWOOD,FL32750 PH:407-774.6078 FAX: 407-774-4078 wwwAbdosigngroup.com AA #: 0003326 i Isms If BZMDIV. as LrOT ABBOTT PARK LOT #43 BLK #9 [PROJECT# 04181.000— 3091 MODRIZA "1499—FREEPORT" GARAGE MWING: RIGHT PAGE: DETAILS 160 MPH EXP. C 9CALS: 1/4"=V-0" 1 S3.1A 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 6 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE 30'•1" TO 601-0 (3) "X" BRACE PRE -EN G GABLE TRUSS (1)'V BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB-E FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALL/FL00R SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED WI (3) i8d ENGINEERED WOOD GALV, COMMON NAILS. TRUSSES 0 24" 0/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 17' O/C AND APPROVAL SECURED WI (2) 12d's @ MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS Qj W/ HIP RETURN SCALE: 3/4"=1' 0 PRE-ENGINEERED 2 VALLEY TRUSS CONNECTION SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD. L0NGW00D,FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com AA •: 0003325 1 I.- il I tililill AltMDIV. 4. LOT: ABBOTT PARK LOT #43 BLK #9 PR0a=T* 4 81.00 -43091 moDEI� 4EWB "1499-FREEPORT" GARAGE 8WnM: RIGHT PAGE: DETAILS 160 MPH EXP. C 191 D ATE: 12/06/19 CALM: 1/4"=1'-0" ItEET 1B i GABLE - END PI 3F—�1• ROOF WIND DESIGN PRESSURES ZONE 1 = 18.56 PSF (28.58) ZONE 2 = 32.94 PSF (42.94) ZONE 3 = 56.39 PSF (66.39) 'A'=,V-W END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: C. RISK CATAGORY: II APPLICABLE IN PRESSURE COEFFICIENT +- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2"CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 COX EXT. PLYWOOD, WITH Sd 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 8d GUN NAILS @ 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 STR. SHANK 8d RING SHANK, 21/2" 0.120" 170,000 RING RINGS SCREW SHANK PER IB-20NCH) 8d SCREW SHANK 2 17 0.120" PNEUMATIC SCREW -NAILS i. NAIL SIZE PER ASTM F1664 TOP CORD BLOCKING AT 4' 2. INTERNATIONAL STAPE, NAIL & TOOL O.C. MAX. IN FIRST 2 FRAMING ASSOCIATION (ISANTA) ESR-1539 SPACES AT EACH END. RAFTER OR ruw_ —` EXTERIOR SHEATHING USE 112" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT S" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS) SEE DETAIL. `a J Zw Z m do w CD Z Q CJ Go C7 Z cr Go 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES N U) z9 � w , Y LL J U to d z�. . z. 2 z 2 mmm==K 11 ROOF SHEATHING LAYOUT AND FOR GABLE EENDWALLND BRACING FRAMING 8d RING SHANK GUN NAILS B" O.C. IN FIELD TYP. EXT. SHEATHING A 1EATHING (. TO BE STRUCTURAL GRADE Sd RING SHANK GUN NAILS ®12" O.C. IN FIELD or 8d X 21/2" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.BA(N FIELD TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORMTO ASTM C33 MAXIMUM AGGREGATE SIZE SHALL BE SIC STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B%NR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBGR 2017, Blh EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHALFH3®3N'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318.14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF CONTLAPPINUOUS PROIDE 64&L CONiTLB1IXIS POLYETHYLENE VAPOR BARRIER MEMBRANE tNDERALLSlAB30NGRg1ND WHERE INDICATED ON ME ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS 8POLINCHESPOLYETHYLENE ��y ��S SEATED WRITRRI E TAPE. 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 ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0,42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FSCR 2017, 8BI EDITION, SEE NAILING SCHEDULE ON PUNS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALMEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2X STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND 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 WIRE MESH, SHALL BE ASTM Al 85, 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 2" CHAIRS SPACED 3'-D' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -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 SWILL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL" CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE 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. A. GRADE 80 IN MASONRY DEFORMED BARS, FREE FROM OIL. SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES ACCORDANCE WITH T, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL-PLATECONNECTED-CONNECTEDA TRUSS CONSTRUCTION:M, AND "TPIAMCA SCSI i" ROOF; LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP S X BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD -ROR-comirrent REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: 94 BAR - 25" #M BAR - 38' WOOD TRUSSES. 10 paf BTM CHORD -tqD-c .-.t 05 BAR - 30' #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 18 prf TOP CHORD Pat TOP CHORD 17 pat (1 SHINGLES) pet Wl No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. TM CHORD 5 P 9f BTM CHORD 10 BTM BC5 THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOADHURRICANE TO RESIST WINO UPLIFT: 10psf 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 BALCONY LIVE LOAD 60 pat WALL. TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 PSI WIND: DEAD LOAD SPEED MPH 3- SECOND OUST 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 (NICE (FBC 017) C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: UNINHABITABLE ATTIC WITH LIMITED BIT ATTIC WITHEXPOUT STORAGE: LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITH STORAGE: 20paf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE NTS: AND DECKS: 40paf, GUARDS AND HANDRAILS: 200ps/, GUARD IN -FILL COMPONENTS: SOpat, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL GARAGES: 50pa1, ROOMS OTHER THAN SLEEPING ROOM: 40paf, BLEEPING ROOMS: 30paf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40E�HIICLE MASONRY. PROVIDE COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES' (ACI 530/ ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT $HALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C4)0GRADE F. =1500 PSI. BLOCK SHALL 8E PLACED LASING , 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 DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED, SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS, OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SWILL BE PLACED W/ A SLUMP OF 8" TO 1D'. USE ONLY MECHANICAL VIBRATION WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TO CONSOLIDATE GROUT. LATEST cnrALoc. FOUNDATION/ SITE PREPARATION: "S" FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSI, FOOTING TYPE OOR MORTAR SHALL 8E USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 96% OF THE SHALL BE THICK UNLESS OTHERWISE NOTED. REMOVVEE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557, TREAT ALL BE CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GE0.TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. 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 STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS A$ FOLLOWS: BTH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM ASS F = 36 kN FOR ANGLES PLATES AND W SHAPES STRUCTURAL TUBING SHALL BE ASTM A500 C_ q_ v ' 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLULp SHALL NOT EXCEED F-1- PRIOR TO THE ADDITION OF PUk9TICIZFR. CONCRETE SHVI COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94OR MEASURING, MAW., TRANSPORTING. ETC. CONCRETE TICKETS WALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTILIT IS DEPOSITED IN 1T8 FINAL POSITION SHALL NOT EXCEED 90 MNUTES. IF FOR ANY REASON THERE 13 A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COWUANCE VATH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3'FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): S FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1.112" FOR #5 AND SMALLER Y FOR 03 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3W FOR SLABS, WALLS AND JOISTS 14tr FOR BEAM AND COLUMN PRUARY REINFORCEMENT TIES, STIRRUPS • y Fy = 46 ksl. STRUCTURAL PIPE SHALL BE ASTM53, 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. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIGTpN 1. TYPE SPACaiG REIIURKS AWLIGTION E. Two SPACING REMgR16 1. Pf FU-TO GSEHARDENEOOOIL S, O� GAMGE DOOR BU« 1I4'OIA. TMCON MA&INFtY 11?WSED.,C WDIST., MA90NRYI CONC. NNL I1 LONG. TO MASONRYIWNC. NO -ER FASTENER 11?EDGE DIET. SGD, AL. ERR, DOORS CASE NARDENEDWa P'OIC WWWWRxX IASTENEO GARAGEDOOR&1CK 1n Du. wl E%PMA9gNBOLT ]�'O'C x'EMBEO.,PENO OL9T., 1. PT, SEE NOTE NNL 11?LONG. STAGGERED INTO-1 To Yro c WA911ER $'EDGE Ol9T wXxxlw eu« G9E HA .D coa rac wwoowmoow FAsrENED METAL STRAP To CONTACT THIS ENGINEER FOR SPACING x PT, SEE-1 IL 11?LONG. STAGGERED INTO MAsoNRrIwNG MA9ONRYI mNG REQUIREMENTS E.. SWING DOOR ([)9lfa9w. TAPCOM 1B'WC 11?EMBED, B'END , NON -BEARING WOOD t?' EXPANBKIN S"EMBED.x"ENO 4x 01C BUCK 9, IT, SEE NOTES NO-- F)BTNER DIST..11n EDGE 019T, WgLL TO CO- BIAS WI WASHER BOLT DIST., 3"EDGE GIST, tx PTWINDOW BIT« 0.13Y PAF xE 1rS YNC 4'END.OWT.,11? F?T09TEEL COL., SEE WI,WA9HER STAGGERED EDGE GIST. NO E S 1 STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/ OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE e. WINDOW AND DOOR BUCKS SHALL BE A3 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/ TAPOONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVDI LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-774.4078 www.ebdesigngroup.00m L AA A: 0003325 J ti of 7 � 6 kQ i auumv. ae LOT ABBOTT PARK LOT #43 BLK #9 PltOJECTO 04181.000-43091 MODRIZA "1499—FREEPORT" GARAGE BWMG: RIGHT PAGE: DETAILS 160 MPH EXP. C STATE OF A ANWO R DART 2/06/19 mcA1 4"=11-0 a S N1 db 0 J-