The URL can be used to link to this page

Home My WebLink About7870 Broad Pointe Dr99 1499-4EWB—F- EPORT99 pf,Y AND ��, I�(��PR�aiuNG pRo, OF.— lVi4NCE IiIS JAIL 2 2 t OMES REVIEW OATS Gl"y OF EpHNrR 1 p�A °► . 12602 TELECOM MRIVE, TAMPA, FL 33637 Tal: (813) 740-0720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 P TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .Ram BImmm COS, m mui'uu erx NNW ( ?) • AIL 14M IUD RATS CODIS .00CUPANCY - RESIDENTIAL., GROUP R3 •CONSTRUCTION TYPE - VB INTERIGR FINISH - CLASS B BASIC VOID SPEED — VUR=160 MPH Vasd=124 MPHc. '�0 _ •L—STORY RESIDENCE ABV. ABOVE LAV. LAVATORY M U MEDICINE S A/C ADJUSTABLE LBB�T A/C AIR CONDITIONING MUDICINE ALT. ALTERNATE NOR MANUFACTURER 'D 130ARD MIN. MINIMUM ETALTHRESHOLD BD. CENTER LINE ro METAL CAB. CABINET MIL, METAL CLO. CLEAR N.T.S. NOT TO SCALE CLR CLEAR O.C. NOT TO ER CoxC. CONCRETE PL PROPERTY LINE CPT. CARPET PB. PUSHBUTTON r. CERAMIC TILE PH. PHONE D. DOUBR PLY. PLATE D.G. DUAL GLAZED PR. PARED DATE DESCRIPTION a"1/" ADDED LEDLWy"0T�1DATRO" ARCHITECTURAL SHEET DESCRIPTION MAIVIS ADDED SXIB PATIO OPTION PG Cl-COVER SHEET PG GN—GENERAL NOTES PG Al —FLOOR PLAN PG A2A-ELEVATION "A" PG El —ELECTRICAL PLAN � S ADDED STONE OPTION MWAS REYISED DOORS AT LAtNDRY CLOSET FROM (2) 2'-0' TO 0) 2'-4' 88A2A8 REVISED DOOR AT OUNER'S 1uAL N CLOSET FROM 2'-8' TO T-6' 01)" REPLACE UW coNrEGioRb WITH SR11.80N cOr►ECTORb OMM ADDED OPT. REAR AIC LOCATION ° ADDED LED NO2lEI788ATN -2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES DIA. DIM DISDEEP DP. DR D.S. DTL. DIAMETER DIMENSION DOOR DOWNSPOUT DETAIL P.T. R. RA. G . REF. RM R. O. PRESSURE TREATED RISER RADIUS RETURNAIRGRILL REFRIGERATOR ROOM ROUGHOPENIN° PG Pl—PLUMBING PLAN PG DI —DETAILS PG D2-DETAILS • STATE OF FLORIDA SQ.FT. TALC. S PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 D.W. EA. ELEV. EQ. EXIL EXT. FG./FX. F.G. DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS FUEL. GAS sc. S.D. SH. SHT. SHTHG. SHWR. SIM SL. SOLIDCOREEXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING PG D3-PRODUCT APPROVAL LISTING PG WA1—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS LIYNG 14W SOL FT. GARAGE 386 ea FT. am 11saFr: A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 TOTAL P" Sa FT. SKID PATIO 80 8G2.. FT. IN . FFIR FLUOR PRO. GAR.DISP. FINISH FLOOR FLUORESCENT FOOTING GAUGE GBDISPOSAL SL. GL. STD. sws TEMP oc. SLIDING GLASS STANDARD SHEAR WALL TEMSECITMDGLASs ON Too CURB PG WA4—WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA6-WALL ASSEMBLY DETAILS Fax: (407) 774-4078 G.F.I. INTERGRCURUPTER UT GL. GLASS GYP. BD. GYPSUMBOARD H.B. HOSE BIB H.C. HOLLOW CORE HDR HEADER HOT, OR HT INSUL, NSSULATION TLS. TYP. U.N.O. V.P. W. wD. TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH STRUCTURAL SHEET # DESCRIPTION ' PG Sl—FOUNDATION PLAN —DETAIL. PG S1.lA—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERIOR W/H WATER BEATER PG S1.2-DOWEL PLAN INTERPRETATION OF THE CONTRACT DOCUMENTS. WJ. WROUGHT IRON PG S1.2A-DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2-LIFT BEAM PLAN AND NOTES DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN PG S2.IA-DETAILS ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG S3-FRAMING PLAN BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S3.1A-DETAILS INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. PG S3.1B-DETAILS AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN PG SN1-DETAILS RFI's IN WRITTEN/DRAWN FORMS IN A TAMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE IN BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-W78 FAX 407-774.4078 Www.ebdesigngroup.com l AA M: 0003325 h � ll, •i A i QUDDrv. & LOT: ABBOTT PARK LOT #21 BLK #8 PROJZCTN 04181.000-21081 MODEL: 4EWB "1499-FREEPORT" GARAGE STRING: RIGHT PAGE: COVER SHEET 160 MPH ESP. C 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. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR FABRICATION OF THE WORK. Sn 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. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95"/o 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. S. 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 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 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 1318INCHES 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 i DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3026 & 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 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN/,INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF X- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. It 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: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 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 ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNt, 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 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 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 FINNES 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-1063-1 to & 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 -15A AND R703.7. HIRE 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 CEBNIOS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 11? 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 GROUP $ SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / 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 SOFFITS i. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. 1441 N. RONALD REAGAN SL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 wwwAbdesigngroup.com L AA #: 0003325 a W a Bknmm ad Lolcl ABBOTT PARK LOT #21 BLK #8 PROJ=T 04181.006-21081 MODEL: 4EWB "1499-FREEPORT" 0AT4AGE SITING: RIGHT PAGE: GENERAL NOTES 160 MPH EXP. C BCAL C: 1/4"=1'-0" GN .,A,-&J. I. I 1 o11tt1'o - o,ittttttttttfa tl" ' l l agttttttttttttttttlln��oTttttttl':o III .I a o o 73 n. La • i t1111 11.E � a � 20 MIN III,y2.;a";— I L= m m��ttr, I OEM, olittttttOtt'o olitttttOtttiio oJl'ot1 o!Ilo _ I � I = FLOOR PLAN SCALE. 1/4' • I'-0' EXTERIOR MASONRY WALL BRG. HEIGHTS 8'-0' MR3 SQ.FT. CALC. S LIVING 14W S4 FT. GARAGE 385 SQ FT. ENTRY Il SO. FT. TOTAL P" SO. FT. [x10 PATIO SO SO. FT, OMFOWANDOUVII)IIIIIIIIIIIIIIIIII)LOU 8 OFBtIm Illam 201E t10YRIMOMO t91AII01 NOT11E FOUrAW MIN. WINDOW 10 5 341-45 CRITERIA EXTERIOR SWING B 5 33/-43 DR. MIN. CRITERIA SGD. MIN. 41 5 31/-35 CRITERIA 1.010 ORD. 112 5 28.2/-31.5 BASIC WIND SPEED MPH = 180 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C. MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER=6TH(2017) R301.2.1 TO MEET TESTED ALLONOMINAL WIND LOAD VALUES FROM TH MANUFACTURER. C DDL. TOP PLATE 0 in BAR DETAIL A SCALE, 1/2'.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 BETWEEN THE GARAGE AND RESIDENCE SHALL BE EOLIIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNEBS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH:407-7744078 FAX 407-774.4078 www,abdosigngroup.com L AA N: 0003325 h i ti h to C ag 0 i o I L_j IIXMDrv. Z LOT ABBOTT PARK LOT #21 BLK #8 PROJECT# 04181.000-21081 MODZIA "1499-FREEPORI" GARAGE 8Wn4G: RIGHT PAGE: FLOOR PLAN %160 MPH EXP. C 2 :-7 DRMT A S'. 10/15, BCAIX: 1/4"=1'—O" ak=ET Al •/-*'-4' BLDG. HGT. 0 I� 5 SHINGLE ROOF 4' RAISED BAND I I 1313 18'xb TER 2 a �I 00 -- - —' --- FRONT ELEVATION SCALE: 1/4 R I'-0' TEXTURED FNISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103.4 8'-0' BRG. FKnT. h. 12'x24' FYF'ON BRACKET OR EQUIVALENT b' RAISED BAND OF'T. COACH LIGHT 0'-0' FIN. FLR, OFF RIDGE VENT OFF RIDGE VENT I�9 OFF RIDGE VENT REAR ELEVATION SCALE: 1/4 R I'-0' TEXTURED FNISH 2'-6 ( II � 0'-O' FIN. FLR . I I----------------------------lk ------------- LEFT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 8'-0' BRG. HGT.s _ ----_ A8-04 8'-0' BRG. HGT. I 46 iA � I ( 0'-0' FIN. FLR, I I 0'-0' FIN. FLR RIGHT ELEVATION SCALE: 1/4 R I'-0' TEXTURED FINISH AREAOFATTIC = 3DRD SO. FT. NETPREEVOTGI TIONAREAREQUIRED Vw REQUIRED VENTIATON AREA = =/SOD = am VENTRATION AREA X SQ, MORES PER R.(10) M SO, IN. MIN. REQUIRED VENTIATION + .5X MA IN UPPER PORTION OFATTIC 6 l SQ, IN. OFF RIDGE VENTIIATION AREA W SO, IN. PER VENT "2/115 T ALROFVENISREQWRED - 4.340fD TOTALOCFVENRPROVIDED 5 •AREA OF AMC IS TIE PERIMITER OF THE HOUSE, LESS TNEOVERNANG EXTERIOR OF WAU.TO EXTERIOR OF WAll NO OVERHANGS INCLUDED IM ob'-0' BRG. HGT. f V -0 1441 N. RONALD REAGAN BIND LONGWOOD, FL 32780 PH: 407-17"078 FAX 407-7744078 www.abdosigngroup.com AA #: 0003326 [ C � y z ®V9DM AO LOT: ABBOTT PARK LOT #21 BLK #8 PROJECTp 04181.000-21081 MODZIA IF 1499- FREEPORT" GARAGE a1RNO: RIGHT PAGE: ELEVATIONS FF AFF 160 MPH EXP. C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES GSV OUTLET 20 AMP SMA POLE NOV OUTLET Re OUTLET In Cr O1nzr WIRED TO SBTCH 611 IWV OUTLET lONP/D ann00 RAUL [tAI )MIR P�SMTA#R MRMWAW TTPE 22OV OUTLET (4)NON CONECnCN GR O�UTLEET Q�� Rf f!!E!P M t SWTC14 SUIITCW 3-WAY OPCR G UNTC14 4-WAY OPEtR ' ^W4 WALL MONAD ' V V LIa/R OEILG LIGHTGH © LED CLG LIT ©� UP VAPOR FROM LIGHT OVP VAPOR PROOP LIGHT O RE —CAN eVEIN.FIN 1CMPR SO. R. VW. PAN "'Lid e1T 1CFM FM SQ. FT. Facrum (fPlaB TRD OT ® 3-OLD #RAF AROUD lR[ ) ~ Md10RAP ( PNTJ 3' RAWPE6cEw 4'PLIMPOW M p W TRACK LIGHT O PANEL METER r+DIQ osrac*cR T+1S.D. I w•1 0i7NOTOe B70p NRR-CONiCTED SKO �� p A Q NOT LESS T4l1 4' CIA NO TAN4' MOM U44LL F71DAM LIGHT LIB NATURAL GY ► TELEPHONE JAG[ WN spy NEATER •IA1:Y.YELE NAB DRCQ4JECT M AM DI ILO RILE tam JACK L RKU O TO BE SUPPORTED N ACCOMANCL W BGX ,-BOpL MASQO AS GUD4 FOR CELIAC LOXNOW CELNG PANILIGNr TO Ot WR#ORTED N ACC*F1&P E W/ MN MARQD AS SUCH POE RnDa 24. 31CA/pgCRIT LIGHT STRIP u' INCANDESCENT LIGHT STRIP nnn� n�nnn M, OCAM LIGHT STRIP FLOOD LIGHR Fa OR. soommy IQTTAO • PA PAN -SUMO, MR DAIS use FORT • LOCATION CP TV JACK& 4 PHONE CUTLETS 4 FANS TO m valwi4 D • NON'EQBER Fm-c4 NSTRICTION MEETING. • ALL B 4 20 AMP BRONCHI CIRCUITS TO Me ARC FAULT PROTECTED PER ELECTRICAL P440VU CW OF SaM •rH mrcIDH [GB1T) .Nee 2eBJ2 2eu mrcloa • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GR F ISLAND RIOT ON IOTCHIN COWWT) • ,,GWU#AWM DISCONNECT TO BE LOOCOUT N PANEL • BATHROOM EXHAUST PAN TO HAVE MN CAPAQTY O' W CIPM INTERMITTENT MR ELACTRICAL PROVISIONS OP SECTION • LAUNDRY ROOM IQf.EPTAt'LE SHALL BE OROWO PAULT CIRCUIT-NMOP&r N PROTECTION POR PBRAO 41 L ON FEEDER* • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRCAL PROVISIONS OP Peas brH to twhil • WITH TO COMPLY WITH ELECTRICAL PROVISIONS VOW OF THE IQC:R STH ED . ALL Lera,•S SHALL tW[ SELECTED BY SURMEM AND M A LtlHTstl FWT Y EA1T E1FIGlR TYPE Feet EPIOSB4CT)'1EM. SU EDITION IY041 ELECTRICAL PLAN SCALE, 1/4' a I'-& OPT. COACH LIC2HT METER FIELD VERIFY Loc. W P Panel MAIN -A PANEL:&16Npert breaker VOLTAGE: 120/240V-1 Ph MAN: 150 Amp M.C.B FEEDER: 3-#1 Cu TFMM & i-#6 Cu (G) in 1 12" C. OR 3. #2/0 AL THWN & 1-06 Cu (G) In 1 12" C. IAA. P.I. Sh Do.ripti. Wave C-w Cim!t 1 Wen. Wooded- Eb P.I. W. M2 1 m Erarlar -W GFI W TUO 12DO 1 2 tit 3 20 M#a6M Pun 1 4 8 5 5301 NC C.0 -I a6 2 aspw T e PANEL -A PANEL: 42 crt breaker VOLTAGE: 1201240 V -IPh MAN: 150 Amp M.L.O. FEEDER: 3-01 Cu THWN & 1-#6 Cu (G) in 1 12" C. OR 3-#2A AL THVIN & 1-416 Cu (G) in 1 12" C. Wlro Pd• an W.i,,Ipdon Waft,, CN•an CIrwlt Walls Weed d- Btr Pas V a. 012 1 20 s. 1Awlmne 15M 1 2 am Rena• IO 2 #e 012 1 m Mlaoeer.• I Hwd GFI 1800 3 4 412 1 2D smrl Appllewe Iwo a 45M Wrer HW r 25 2 #10 #12 1 2D RaN er 1500 7 a 012 1 20 Dinka Roteplacla AFCI 1500 a 10 I= Gepawl GFI 20 1 M2 M2 1 20 Both OR Rw pb iw I= 11 12 1500 DenwaeherGFi 20 1 M2 M4 1 15 FoyW / Hae / Bed. 92 8 #1/ Bath 12 AFC, am 13 14 SODD Dryer GFI 30 2 010 014 1 18 Udn Rowe, L.W Ught. AFCI am 15 15 014 1 15 KEdwn, Peary, 8 p Lialae AFCI m17 to 15M Wothw GFl 20 1 M2 014 1 /5 SO CIO AFCI DID IQ 1 20 1 iODD •Dar Cleaner GFl 20 1 #12 M2 1 20 laundry I Bed N I Gan AFCI 12DO 21 m 12M IWW. I Eetedar U. A R-Wtadx AFCI m 1 M2 apse• 23 24 am Owmft6rte AFCI 15 1 014 spew 25 0 am Ganerw Bath ,, AM 1s 1 014 sp a 27 26 Spew spec 20 30 1000 Mar an can nu.a 20 i M2 slew• 31 32 Spec• s 33 m ote s 36 38 apace 6 s 37 38 Spot• #8 2 35 AHI MC N (F1alr 5 KVA r 85% 5526 39 Q Spote 41 42 spot• Iced wH1ed Ip dwnmd Imux c*ea*lane / kne 16000 25700 Lar eubi- to dernen l ketar oabre5an• l M. man r a a ns: ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER NC: NON-CONCIDENT LOAD OR: GROUND FAULT NTERRUPTER rem load auej d W demand eider 42700 ' Rra 100W wane et 100% 10000 Rernelnha vMte r 40% Im Tom AA: IOW lam lAA2 CALCULATION IS BASED ON AIC NON -COINCIDENT LOAD Tan Canted Lwd With, 9JWa =F Tct•I A np•(aen• / 240 wlb) 141.3 General Lighiting & Ruo tack Load Tar A/C s w Feet 1499 Gwwd Us & Rem 3 W I SR. R. 4497 wHre 1 at65W/Li Nat I00% 65 TOm General Uoft 8 Rot ) 4562 Ckfs# Salt Total Netts leaner* Us A Rot P.M A 9 507 4562 I I I i L I = I LED LIGHTING C�? SINGLE LAV. BATH 2 1-3 I I LED LIGHTING C SINGLE LAV. OWNER'S BATH PROVIDE -"IV MTHAW • PB CU IN 2' CONDUIT OR 3 04/0 AL. THE • PB QU IN 2- CONDUIT OR 2A0 Al. SER 150 AMP ELECTRICAL RISER NOT TO SCALE. COMBINATION eERVIGa ANO AMP DISCONNECT SIUTCH AND 2DA140 VI GENERAL NOTES, M ELECTRIC METER IN I SSE A A RI LLECTIOCAL MATERIALS AND NSTALLATIONG SHALL NE U SIR ENICLOSURE PANEL CO'TLY WTH ELECTRICAL PRDNSIONS OF THE BDIt1oN [2 "IT). LOCAL CODES, AND ALL I.=AUWER C.. POOIPA NY REQUIREMENTS. EfOARP D. ALL CONDUCTORS SHALL Me TYPE TWMIYTHAW UNLESS NOTED OTHERWSE. PCWR COMPA iRANSPOR`ER 1-1/2" CIA OC 4MCX LE BO PVC COPROVIDE CONDUIT OR 3 •2/0 ALUMINUM(AW IN 2" DIA SCWEDULE SO PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COOMNATE Ii THE ELECTRIC COMPANY PRO! TO BID. TV-RM40M SERVICE CABLE TELEVISION EN4TRANICf SERVICE ENTRMICE Et2 R-moNT EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE 00NI ECTIONS 1 44 Q) SERVICE GROUND CQSJECTED TO CONCRETE ENCASED POOTER STEEL PER ELECTIEICAL PROVISIONS OF THE PBCIE 604 EDmoN nOn2 SN" DIA X S PT LONG COPPER CLAD GROUND ROD 44 i 1441 N. RONALD REAGAN BLVD LONGVJOOD, FLW 30 PH: 407-774,6078 FAX: 407-774407E www.abdosigngroup.com AA 111: 0003325 8 IT E �a A aVBDW. k LOT: ABBOTT PARK LOT #21 BLK #8 PROJSCTp 04181.000-21081 MODEL' 4EWB a'1499—FREEPOR' r' GARAGE 8WING: RIGHT PACE: ELECTRICAL PLAN 160 MPH E4P. VOCT DitINT ATW: 10/15/20 SCALE: 1/4"=1•-0" SHEET E1 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH:407-7745078 FAX 407-7744078 www.abdesigngroup.com AA N: 000.. a Lu + M 2'-9' 3'-3' 2'- ' SH 2' VT 01 Z, 1I/Z b+ 8MC I I R ;n I � ----- wc. --- - �I 1 I/2 Z I I I/Z' I � �_J SHIUR I � Z KITCHEN 3" I i i SINK lU/ I _ _ AUTO VENT 2' 3' WASHERm 2' 2' VTR Z" 3' ay. Z . CO 11/Z LAv 3' 2. Z' TO TUB 3" MAIN 9 I ' ---- PLUMBING RISER PLUMBING PLAN 6QdLE, 1/4 • I'-®' T �a a av>sa:v. ae LOT: ABBOTT PARK LOT #21 BLK #8 PROJECT/ 04181.000-21081 a[oa�r.: 4EWB "1499—FREEPORT" GARAOS aNiNO: RIGHT PAOE: PLUMBING PLAN 160 MPH EXP. C 2X4 TOP PLATE PRE -FAD TRUSS V2' CLG DOARD 1/2' DRYWALL —� Ift-ATE TO STUI:6 *24 W/ 10dMNAIL a � I r' wOOD MAX SLAB NOTE: STUDS 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 THAN 24' O.C. FIN. PLR T � ' 4 (a)TYP. INT. WALL (NON-BRG.) Dl SCALE, PIEUERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWDJJ ON J' O.SD. SHEATHING OR i' COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT I'-0' TYP. O.H. 112' THICK, 2 COAT PORTLAND—Y' CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLRL j v— 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (1)- 05 (2) COURSE DO NOT GUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM D1 SCALE:3/4'.I'-& 5/8, 6T= BOARD OR 1, HIGH STRENGTH CLG. BOARD EE ENERGY CODE FORMS 18ULATION R-VALUES EFERENCE STRUCTURAL i` INSULATION WIND ILJ,VIV I� WINDOW ATTACHMENT SPECIFICATIONS PER MANUFACTURES BPECIFIGATIONB REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. S' Cm 1/2' GYP. ILL. BD. WOOD BASE P15ERGLA68 SHINGLES OVER 030 FELT PAPER OR SYNT14:TIC PRODUCT, INSTALLED PER SECTION R505.1.1 ON 1}' OAJ5. SHEATHING OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE �h- j TF PRE-ENG TRUSS MTL. DRP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY _ 06 0'-0' FM. FLR a .. e _ Q n W/ WINDOW OPENING n TYP. WALL SECTION NO OPENING NOTE. PER SECTION S05.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A (1)1-STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM 1 SCALE: 3/4*.1'-0' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM P226 TYPE 11, ASTM D 486-3 TYPE IV, OR ASTM D 6151 ux 4 sm. M POR OM Loa sm 28 GAS LINE THRU BLOCK KCAL , N'.M1 FIBERGLASS SHINGLES OVER A30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWS.L1 ON I}' OSJ5. SHEATHW. OR j' CDX PLYWOOD SECURED PER FASTENER SCHEDULE I'-®' TYP. MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE -ENS. GABLE TRJ88 WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 14' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY AFFRWAL IM& V Ffr-41�L TRAac MST6iO TO TRA= RRACK" w FROOUCT APPROVAL REQ s GARAGE DOOR JAMBS Dl SCALE: 11/2*-1'-0' i-2X4 SPF 24' O.C. MAX. - SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUE —PER STRUCTURAL DETAIL STIFFBACK AT ALL UPRIGH' PER STRUCTURAL DETAILS PRE-ENG WD. TRU88— CONT. 2x RAT RUN SECURED PER —�� STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES ..PER ELEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-43 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURER SPECIFICATIONS bc2 P.T. FURRING — STRIPS • 24' O.G. 1/2'GYP. WL. DO. - WOOD BASE — FIBERGLASS SHINGLES OVER °30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWDJJ ON J' O.S.B. SHEATHING OR k COX PLYWOOD SECURED PER FASTENER SCHEDULE TYP. MTL. DRIP EDGE ON. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED \-2x P.T. SECURED PER 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CMU N. FLR _ 0'-0' FIN. FLR a. 8' CMU a m .. a N 4' (;-W/ WINDOW OPENING n TYP. WALL SECTION D NO OPENING a)l-STORY GABLE BLOCK WALL 21 SCALE, 3/4'-1'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA#:0003326 Jdll Y C rr O i 1.4 ausDIV aLor. ABBOTT PARK LOT #21 BLK #8 PROJECT# 04181.000-21081 MODEL& 4EWB "1499—FREEPORT' GARAGE SWING: RIGHT PAGE: DETAILS 160 H E C OCT DATE: 10/15/20 SCALE: 1/4"=l'—O" 9*ErxT 1110. D1 IM 2X6 P.T. • CENTER G! DOOR HEADER 8EC1lIQD UV (D V2, X S' J-DOLT W/ W MSL EFEEDMENT UV 2' X 2' X VS' U AIII ER 4N)T on W/ (2) W' X.9' ANCHOR DOLTS W/ 2' X 2' X l WASNER 4 N)T SEQUIN U4 ON RAT TO OLK ® UV MASONRY NAILS. 2X6 6ARACA DO= DUCK SECURED UV (5) VN! 2' X S' J-80LT OANCHOR ® DOLTS. W 4' MK EMDEDMENT. W/ 2' X 2' X Z WASHER 4 NET. (V WTHIN S' OF TOP. (D WRMIN S' OF T1 E DTK (3) EVENLY SPACED. ® 116 m E ALL A ALL d Ar-TU 1l8 SHALL L N ACCORDANCE TO MA"SICW CTNUrVe INSTa wnoN "TMTUMNuENT W►NERE elJf3! 4N!lTNIIGTIOI,Il1 � 110AB eTRINfiBNT GARAGE DOOR it1BUCK ATTACHMENT vr.r- B' CMU lK' DRYWALL I'X4' OR I'X2' P.T. NAILER IX4 P.T. OR 4Y4 X4' MIN. SECURE THRU FRAME 4 EXTEND 144' INTO BLOCK W/ WTAPC0NO El (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 WITHIN W OF EACH END 4 18' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +3/4 OR +5/4 A 1/DID01/ TO BLACK +3/4 OR +5/4 SCALE, N.T . 2X4:m SECURE TO BLOCK W/ TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN V OF EACH END 4 IS' O.C. MAX SPACING. 2X6,m SECURE TO BLOCK W,2-V&' TAPCONB(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 049 WITHIN 0' OF EACH END 4 8. CM 18' O.C. MAX SPACING. )j' DRYWALL 2X8, ® 11 VXW OR I'X2' P.T. NAILER SECURE TO BLOCK W/2.w CASING TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOORJAMB ORWI WINDOW MIN. EMBEDMENT I Y4) TO 2X WITHIN V OF EACH END 4 MANUFACTURES DETAILS. 18' O,G. MAX SPACING. NOTE. SHIM AS NEEDED TO PLUNK JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-1 2' O RDJLIDN TO BLACK +1-1 " " SCALE: N.T . 2X4410 SECURE TO BLOCK W/ 1W TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 900 MIN. EMBEDMENT I Y49 WITHIN 6' OF EACH END 4 NOTE: STRUCTURAL 2X 18' Or -MAX SPACING MUST BE ON OUTSIDE 4 2X6m SECURED THROWH SECURE TO BLOCK W/2-Vo' NON-STRUCTURAL V.- MIN. (MIN. SHANK SIZE .145 EMBEDMENT INTO EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 � � MIN. EMBEDMENT 149 ' WITHIN V OF EACH END 4 DR1'LL14LL IV Or- MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2XB.m SECURE TO BLOCK W/2-vol 7(4' O.Sb. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 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-%Ip" (1 RLND011 TO BLACK +1-15/ 6 " SCALE, KTA. 2X4:m SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE .I45 MIN. HEAD SIZE 300 MR EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 NOTE. STRUCTURAL 2X ID' O,C. MAX SPACING. MUST BE ON OUTSIDE 4 2X641m SECURED THROUGH SECURE TO BLOCK W/J-%, NON-STRUCTURAL 4J6' TAPCONS TAPCON MIN. I-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8, CMU UT14IN 8' OF EACH END 4 K• DRYWALL 18' O.G. MAX SPACING 16 a I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W!J-�' SECU2XSmRE OOR CASING TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 149 TTAC 4 TO 2X PER WITHIN V OF EACH END 4 MANUFACTURES DETAILS. I8' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +2 1 } D WINDOW TO BLOCK +2 1 4 SC E, N.T . 2X4= SECURE TO BLOCK W/'1(4' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROWN SECURE TO BLOCK WR-21(r'TAPCOV NON-STRUCTURAL V*. MIN. I Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • cm MIN. EMBEDMENT I Y49 , DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 'X4. OR I'X2' P.T. NAILER 2XS4 SEGO BLOCK W/2-4U(r' DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8. OF EACH END 4 ATTACH TO 2X PER 16' O.C. MAX SPACING. MANUFACTURES DETAILS. Itllb 4,wa Y N®N To RVf.Yrf tG0 Mof Cc� R') DOOR JAMB TO BLACK +3' E SCALE= KT . 2X4m SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN W OF EACH END 4 NOTE: STRUCTURAL 2X 18. O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6mo SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL V.' TAPCON8(MM. SHANK SIZE TAPCON MIN. I-Y4 J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8' OF EACH END 4 8• CM x' DRYWALL 18' Or -MAX SPACING. 2XB,m I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W72-Vw- 2ND 2X SECURE TO TAPCONS(MIN. SWANK SIZE 8TR11CTURAL MEMBER J45 W/(2)12d WITHIN W OF EACH MIN. HEAD SIZE 300 END 4 6' TO W O.C. MAX MIN. EMBEDMENT I Y4) CASING WITHIN V OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. TTAC 4 TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3" F 7DMD01/ TO BLACK +3' SCALE, RT . 2X4m SECURE TO BLOCK W/Y4 TAPCONS(MR SHANK SIZE 145 MIN. HEAD SIZE "0 MIN. EMBEDMENT 1 Y4') NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 IB' O.C. MAX 8PACIN03. SECURED THROUGH 2Xb,m NON-STRUCTURAL Il%' SECURE TO BLOCK W/1-1/4' TAPCON MIN. 1-Y4 TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') ' DRYWALL WITHIN 8' OF EACH END 4 18' OL. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2X0� a SECURE TO BLOCK 01-1/4' 36, Obb. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER IV O,C. MAX SPACING• MANUFACTURES DETAILS. Wf14 MI Y,�p M I•tlFf JY� (pp MDI U,Cmf Ni'/ DOOR JAMB TO BLOCK +3-7/16" RLNDOR TO BLACK +3-7 16" C' SCALE, N.T.B. 2X4= SECURE TO BLOCK Wb'4 TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END 4 NN7TE: STRUCTURAL 2X IB' O.C. MAX SPACING. MUST SE ON OUTSIDE 4 2Xbm SECURED THROWN SECURE TO BLOCK W/1-1/4' NON-STRUCTURAL TU(4' TAPCONS TAPCON MIN. 144- (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8' CMU WITHIN 8' OF EACH END 4 )J' DAL IW OZ, MAX SPACING. 1' VX4' OftX2' P.T. NAILER 2X8>® SECURE TO BLOCK WA-1/4' ' P.T. X 4' MIN. TAPCONS OOR CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN V OF EACH END 4 TTACH TO 2X PER 18' OjC. MAX SPACING. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUNK JAMS (DO NOT EXCEED 49 DOOR JAMB TO BLACK +3 3/4" H 11[KT w TO BLACK +3 3/4" E, N.. 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-7746078 FAK 407-774-4078 wwwAbdesigngroupcom L AA 8: 0003325 ^ 1 4 C i a mmmmmm SVHDIV. Ae LAY: ABBOTT PARK LOT #21 BLK #8 PROJECT# 04181.000-21081 MODMIL. "1499-FREEPORT" GARAGE S1IIWG: RIGHT PAGE: DETAILS 160 MPH EXP. C PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) - - - - EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR W31/2020 • 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.20 SIMPSON STRUCT. COMP, WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 1Z131/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13972.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456A0 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 20446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 12496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR W31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 20441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 233S2 PLYGEM PANEL WALLS SOFFIT 2017 FBCR 12/32/2020 FL 12029.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2017 FBCR 3/2/2030 FL16S03.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL37676.30 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 15332-R5 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL015353-114 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2027 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL15076.1-R5 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/32/2020 FL 5684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.20-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-I16 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7630.2-R7 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR w/SIDELTTE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/32/2020 FL 5891.4-RS THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.1-117 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 12/32/2020 FL15216.1-R7 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2071 FBCR 12/31/2020 FL 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 12/31/2020 FL 10477.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-114 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-R3 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 7006.1-119 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL158.1 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 @ WWW.FLORIDABUILDING.ORG CONTROL DATE:10/06/2020 1441 N. RONALD REAGAN Bt LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.00m L AA #: 0003326 f q If a pp 7 C avaD:v & LOT: ABBOTT PARK LOT #21 BLK #8 PROJECT# 04181.000-21081 MODEL: 4EWB "1499-FREEPORT" GARAGE 99VMCG: RIGHT PAGE: PRODUCT APPROVAL LISTING %160 MPH EXP. C PIRFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS Td BE WIRED TIED TO LATH • 6' OG MAX (VERT). NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD E706TS DEYOND EXCEPT STAPLES W ' LEUS MA��U6� O TEMIP. OURN6 INSTALLATION —� PAOTE ER6 TO DE SPACED • 1' O.C. MAX VERTICALLY J' THIC R3 COAT CEMENT MID LATER 9, PORTPIDER / BUILDING PAPER APPROVED METAL LATH PASTE ED -V (VERTJ OL. MAX AT SUPPORTS WIRES LAYER % STUCOO WRAP (HOOD SHEATMING wo'////////////A'//.%//////%/// W, RMIEW OQLATH SMALL COiTMJOl6 JOINTUGFI M STOPPED ,a TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER A6TM Clore! PLACED FLAT MAX W TO S' T b)A \ CSLNR CONTROL JOINT WN@d � coNTROL JOINT PALLS ON 1FASTENERS POS LATH TO DE NAIL6 O\E i STRUCTURAL 61UD STAPLES IN COMPLIANCE 0 ASTM CI063 r 2. MIRE TES TO BE (NO. E) 00410' WIRE / A BLOCKING SHOWN MAY BE IN ADDITIO{- \ TO WALL STUDIO REQUIRED PER PLAN / OLIOLO a61APp-PT.A Oter.A 941O- Pr. L qMIAAE . Pr.6 a. CRRSAN - PT. c OL FOLD NRYC . PT. A FOLD N L OtEAN . Pr. 6 W r#EAN . Pr. C 4 FOLD Pr. c OYDI Pr. 6 TILL Pr. c Tcucw ! RI9 t1 morrom 0 FLAMM ~'W°E IWTie TIO1O NAL- FOLD, 02 Nmcp. SHALL DE LAPPED A MNMIM OF 4't4• SELP•ADHERNG MEMBRANE 6' • VERTICAL LAPS (ROLL PLASHM /COMPATIDM UV HODS[ ENDS) a 6• • HORIZONTAL LAPS. LATH VERTICAL LAP TO DE I' MSAP MATERIAL) OVER ALL SlAI'M FLED TO DE TAPED 4PPROVCD HOUSE WRAP. WITH FORTIDER SHEATHNO TAPE PLAAWM TO EXTEND ONTO PIPE / 1' OR LESS PIPE / \ PENETRATION 1'1t LAP. FETAL LATH \\ pC X X X X X X— — — — CUT AND OVtRLAP OE SIDE OP / METAL LATH 6EL1 •ADHERRRI� I"EI'ERADEIT �•M—gyp ��1 PLASHNO STEP 0I 00 LAYER 9, I J' C8 COAT CEMENT 6rLRcco WRAP PETAL LATH • FeN ■ I WPM LAYER -2, POPITPIBER PAPER USib LAYER -2, FORTIRBER DUILDING PAPER MINE LAYER -1. BUILDING STUCCO ERAr INSTALL FASTENERS (CLIPS. WOODSTRAPS, STAPLES) AS SFEATHRSl PIPE/ D O ECURE F4M U D i0 SEC{S! E'ER LAP SCALE. 11!J•.I'-0' (a) KICKOUT DETAIL M� a N 60TTCM Q ROOF . a1Au R7RRRLII1RICrLF "I'm TWIT NIL (moo DE .OLow 2QN2IGE) NOTE, SIDE LAPS OP METAL PLASTER Ma 6 SHALL DE SECURED TO FRAMING MEMMPIS. THEY SHALL BE TEED MTN 00416-K (121-MM) MRE AT INTERVALS NOT MORE THAN %' (226-MMz A6 PER ASTM C A 1U.L FOE REPAIR OF TRANS N WRB LAYERS, TEARS MAY OE PATCHED W/ 40M WRAP TAPE PER MANUP. SPEC. OR PEEL / STICK 6FEATHING PAPER 6TUCCO ' - LATH . PAIp! WOOD SHEATHING OR CMU U;Z5 LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' T COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRf3 4 TAPE OVER I�nrTFnila I WIEm n 5'X5' 'L' TYPE CONTINUOUS Z GALV. METAL FLASHING (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. CO 6. 6'.6• SELF-ADNERNO MONDRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4.4' SELP-ADHCRNG M EM10RANE FLASHING OVER APPROVED HOUSE WRAP. PLASHN6 TO EXTEND ONTO PIPE UR6 LAYER 4, PORfP101ER BUILDING PAPER METAL LATH 6'FS' SELF -ADHERING M'B'ESRML NOOSE URAP. EXTEND ONTO PIPE 4'.4' SELF -ADHERING MEMDROIL PLA6MM OVER APPROVED HOUSE MRtAP. PLA6HTA6 t0 EXTEND ONTO WIeE CONT. DEAD OF SEALANT TALL APPROVED HOUSIWtAP AIR ILTRATION DARRIER OVER ELAOTQ"ERIC C0ATM OVER STUCCO/ C.V. PHOM (SEE TYP WALL SECTION) SECTION PER SECTION R7S9.7 PER1NOIREYtd OIYIe111W Exterbr uee d por6an8 cement plaster shell comply TAh the appllcad.n requlremama of ASTM C 928-12A. Installation of exterior lathing antl tmmkV shall comp! vAth ASTM C 1063-12A. TA LEGEND O• DRAINAGE PLANE (WR5 LAYER *I, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER - - - - - - 5UILDING PAPER) METAL LATH x—x—x—x STUCCO • _ _ ► %/ZlrZZZ/l///I SELF—ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R103.11 / ASTM C-84-7-0% MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-7744078 FAX 407-7744078 www.abdesigngroup.com L AA S: 0003325 J g C all,E i � r�p pp BUDDIV. Ae LOT: ABBOTT PARK LOT #21 BLK #8 PROJECT( 04181.000-21081 MODE1. 4EWB "1499-FREEPORT" GARAGE OWWO: RIGHT PACE: WALL ASSEMBLY DETAILS 160 MPH EXP. C D TE 10/15/20 SCALE: 1/4"=1'-0" a*== WA1 BACKER ROD SACKER ROD WRB LAYER M, ATYlYf IIIRAP INSTALL b' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQ1aEWA OF FLASHING TO SE, I. BOTTOM, 2. SIDES, 3. TOP VENT CAP IS TO BE SET IN DED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO 15E TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALLANDES, Ys' CAULKING • JOINT ALLPER SECTION R703.7 E49dw IW ft end PINSWI lg Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT ( FRAME) LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-1031.1 / ASTM C-841-OS, MIN. 2.5 L55. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH W SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILOING PAPEF OVER 'QUICK FLASH' PIPE THROUGH WALL 6' SELF ADHESI` FLASHING ONSTA PER MANUF. SPE BUILDING PAPRF UNDER 'QUICK FI A VENT PENETRATION SCALE: N.T.B. ELEC. METEF VERIFY LO HICCH I V IQ6.-CI V G STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER h, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP ELEC. METER FIELD BELOW VERIFY LOCATION CUT SUCH TWAMEMBRANE NO MEMBRANE ENTERS BOX, APPLY STUCCO SCRATCH COAT APPLY To FM EDGE AND ONE (1)LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM )R SIMILAR) APPLY A SILICON EASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ::O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVI SEALANT AT JOINTS AND INTERSECTIG WOOD SHEATHING WRB LAYER 1. STUCCO WRAP WRB LAYER n, FOWIF15ER BUILDING PAPER METAL LATH FASTEN TO WOOD STRICTJRAL MEMBER • T' O.C. MAX V T011' Maaial i aN SCMFM ADHESIVE FLASHING, CLEAN MA60NF1 ' 150!TDRE APPLYING �B HORIZONTAL WEEP SCREED (FRAME TO BLOCK e' WRB LAYER $1, STUCCO WRAP CUT 'X' INTO k SELF -ADHERING / k MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANEFLASNMG OVER BOX AND OVER APPROVED WR6 LAYER "I STEP *1 STEF *2 UVZLAYER N, stucco WRAP STUCCO STEP *3 APPLY f'( MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP 0 11 1 il MEMBRANE FL SHING WRIS LAYER R2, FORTIFIBER BUILDING PAPER STEF *4 ELASTOMERIC /! COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) rti METAL LATH STEF *5 STEP No OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-77446078 FAX: 407-7744078 www.abdesigngroup.corn AA N: 0003325 � � 94 T � t rr ggp a a i d gg r 8LTaDIV. ae LOT: ABBOTT PARK LOT #21 BLK #8 PRO"=T#1 04181.000-21081 MODEL: 4EWB "1499—FREEPORT" GARAGE 81III'NG: RIGHT PAOE: WALL ASSEMBLY DETAILS %160 MPH EXP. C DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO'S SELF-ADHESIVE FLASHING - - k 2 1/2' k CORNER BEAD (FASTENER 4 SPAGINCs i 7 O.G.) cMu %e' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 B\CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH:407.774-6078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003326 ry hLw U { 114 SVHDIV & Lo ABBOTT PARK LOT #21 BLK #8 PIROJMCTM 04181.000-21081 MODZIA °1499-FREEPORT" OAlt"Z EWING: RIGHT PADS: WALL ASSEMBLY DETAILS 160 MPH EX. C V10C d32 P-1�., 10/15/20 ALS: 1/4"=1'-0" SST WA3 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — • — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING WOOD C."TiWaTION OEYOND WOOD GHFATWM WSFAAI,R.a18TNe M fWaiOTIVE C�.41ANIft i/ x T YREv[A alOrtui \APHER ` gg PLA614fN2 < �` 3 eeRRg"TIV= GTARIER OTRIP e�Ala GAATHERmsm fWaIaTIVE an V SW-AD1ERINQi FLASWNG —' GALVV METAL GALVV METAL -- 'T PLAGHW. W FLA8NNO on DOD Tmm rmmmlt a sAAM / ! wyboxD`rRIA rA R OR APPROVdAP E CABNM SIDING TO STUCCO ® BLOCK TO FRAME 19 TRANSITION 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdeslgngroup.com AA M: 0003325 y � T C O [1p ZMDrv. ea W BBOTT PARK LOT #21 BLK #8 ROJECT# 04181.000-21081 MODELA "1499-FREEPORT" GARAGE aVIMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 2 3; A. IN NO DA —Z 10/15/20 sOALE: 1/4"=1'-0" 8HEET WA4 L------- -------------------------- ;• -; / i i - i; \ w 4uBo ANb ✓ END, WRAPPED IN r-------- ---------- - --- ------ - ------ ( ( N I PEEL 4 STICK 1 DRIP EDGE 1/8' TEXTURED I \ FINISF+ a WOOD i \\ \ 1/2' TEXTURED \ FINISH 0 CMU \\ \ % \ \\ ! r METAL FASCIA \\ WRAP Ys' FROM \ STUCCO, I' FROM \\ .">i - ---------------------------- I WOOD WALL \ �\ I `, / \ EXTERIOR WALL \\ (FRAME OR CMU) \ NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY ®ELEVATION ®PLAN A METAL FASCIA WRAP 2X6 SUD BAND ©PLAN B ROOF KICK OUT REMOVED \\ FOR CLARITY _ \ ROOF DECK (BEYOND) DRIP EDGE, 1' OFF WALL (NOT INTO STUCCO) TEXTURED FINISH a / 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 1/0' TEXTURED FINISH • WOOD, V2' TEXTURED FINISH • CMU '9ETAL LATH WPM LAYER 9, STUCCO W FtAP (FRAME ONLY) WRD LAYER 12, FORTIFIBER BUILDM PAPER (FRAME ONLY) ROOFING CEMENT EDCsE . KICK OUT 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 W/1§'x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) x x x x x x x x x x x x x x x x x x rL x x x x x / �Q�Z .x x SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W/KICK-OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/t1 'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/t1 'x4' NOTCH e END, WRAPPED IN PEEL 4 STICK •ROOF CEMENT A ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com AA 4F: 0003325 8 � � 4 MO BUBDIV. de LOT ABBOTT PARK LOT #21 BLK #8 PROJECT* 04181.000-21081 MODEL 4EWB "1499-FREEPORT" GARAGE 8WIATG: RIGHT PAOE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C TE-1 7 1 1/2' f? w w r w 4 °D ( 4 LLO 4- �- I ai 0 4' CONC. SLAB zo 1 a SOS' m 3 SLAB 1.1 IV 11.0 1 11 FM-12X78 — — — — — 4 r � N XTEND SLAB 1 1/2' 1 1 2'•8' 8'-11' 1 4" PVC ii CHASE�� 1 w� O d IW { R no „ I LL 11 I I I iv ,; 01 I . 21'-2" 16'-10' ii 1 0 ' � N TOP OF i ,., SLAB 0 u . 4 N I I 9 I I N EXTEND I SLAB 1 1/2"_ TE-2 . r _ — _ I I C I N *•5 112" N • • I I 6 3,�.1 1 4" 2' 8" I N LU xl N N 'O _ LU I OI fn N W w I Iw 4' CONC 1 EXTEND ¢ SLAB Io w I o' 2 SLAB 1 1/2' 1 ,., ly .k3 1/2' --� J N^. 1 *:7 1/2" 1 1 1I LL 1 L_ —1.1 FM-12X78 — — — — 1.1 — - FMC-12X18 FM-12X18 — — — — — — FMC-12X78 — — — 11 FM-12X, v 'i FOUNDATION PLAN SCALE: 114' = 1'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-W. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-W, 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 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. 11.11IINDICATES #5 BAR, GINDICATES #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 #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 16. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I.630-13/ASCE 6-13, 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 = 2,000 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 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 THICKNESS REINF. REMARKS 6x6 WIAXW1.4 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 I LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT I LONG TE-1 8' SEE PLAN8' - 1 a TM-12x1S 12- CONTINUOUS 18' - (2)#68 - (+)0'-0' FMC-12x18 12' CONTINUOUS 18' - (2) # s #5 IN CURB VARIES TE-2 12' N 8 - 6 (+)0•_0• FM-12x12 12' CONTINUOUS 12' 2 #5'6 wAft 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774.4078 www.abdeaigngroup.00m AA #: 0003326 f ar I' tl r■9 U �a X BZMDIV. aLOT: ABBOTT PARK LOT #21 BLK #8 PROJECT# 04181.000-21081 MODEL? 4EWB "1499—FREEPORT" GARAGE EWIING: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C 30" MIN. EACH WAY MONOLITHIC FOOTING " STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Q STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND ��• SPACING REQUIREMENTS r c - ° 0 SPACING REQUIREMENTS GARAGE DOOR < m V W �� W a." Iiv Ir FM RECESS ¢ N 2 O tO 8' CMU WALL O o ? 8' CMU WALL " . CORNER BARS, SAME SIZE AS LARGER BAR I IN FOUNDATION WITH 30' LEG EACH "I W W Lu =pp 07 8" TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS SO THAT THE STEEL REINF. IS CONTINUOUS y - TOP OF SLAB tea--'-•^+c MATCH AMOUNT OF CONTINUOUS BARE CURB FOR • a EXT. PORCH SLAB "�,. SEE SLAB SCHEDULE-. BAR SIZE 48 BAR DIA. 4• CHAMFER (1-STORY)- VARIES SEE SLAB SCHEDULE TOP OF GARAGE "I.° ., I ,I o CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE '�j 7;0. MASONRY UNITS SET AT ELEV: W/ 1/2' IS• JOINT (WHERE • • B- CHAMFER (2-STORY) #3 18' #4 24• EXT. PORCH SLAB W/ 1/2' ISOLATION 4' CHAMFER (1 STORY) 6' CHAMFER (2-STORY) - ° .: 0'-0' APPLICABLE) Z SEE SCHEDULE #5 30, JOINT (WHERE APPLICABLE) Z �• SEE SCHEDULE • • a. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WXD, BAR SIZE #8 38' f FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST iN AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 42' N EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:3/4'=1'-0' 2) @ GARAGE SCALE:3/4'=P-0' 3 CORNER BARS DETAIL DOOR OPENING O SCALE: 3/4'=1'-0' SCALE: 3/4'=1'-0' LAP TOP PLATE A MIN. OF 48' LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 18d COMMON AND NAIL W/ 16d COMMON VERIFY HEIGHT NAILS, 2-ROWS, 4' O/C BTM. GHT NAILS, 2-ROWS, 4.0/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL PLAN LAP TO OCCUR OVER STUD OF WALL PLAN W p a I 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2xe WOOD BEARING WALL W/ SYP No 2 STUDS SEE PROVIDE BLOCKING 5,0 W NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE Q SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE BTM. PLATE TO BE PT. 2' CAPPED S a I EPDXY, MIN. EMBED 1/2'x8' WEDGE ANCHOR W/ 2' TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO GALVANIZED PIPE Q 8', ONO PLATE EPDXY 5-1/2' EMBED. MIN. ®16' OC SLAB W/10d MASONRY W/FLANGE 0 BASE Q O FOLLOW ALL MANF. _ ¢ SPECIFICATIONS FOR SIMPSON SPH4 OR SPHB MAX NAIL 16. O/C STAGGERED. ADDITIONAL METAL N I USEAND BTM AND TOP PLATE CONNECTORS NOT I=- PREPARATION OF ANCHORS W/ x 1 1/2'ALL REQUIRED WHEN NO m HOLE. S COMMON NAILS FILL ALL rn UPLIFT IS PRESENT. Z ¢ HOLES, DO NOT USE 10d w W SECURE FLANGE TO SLAB W/(4) 1/4' X 2 1/4' x 3' 2 SEE SLAB SCHEDULE ¢ ¢ r ¢ SEE SLAB SCHEDULE TAPCONS QNO + d Q .P OP O TF SLAB _� .. ; ; TOP OF SLAB 4' CHAMFER (I -STORY) 6' CHAMFER (2-STORY) •: 4_ 4. 1,11°-- • a. EQ. EQ. SEE SCHEDULE EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY BOLLARD MONOLITHIC FOUNDATION %INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 5 6 SCALE: 3/4'=1'-0' (�//UPLIFT) 8 6CALE: 3/4'=1'-0• (NO UPLIFT) SCALE: 3/4'=1'-0' SCALE: 3�4'=1'-0' 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 W/ SVP No 2 STUDS SEE < PLANS FOR FOR SPACING. SINGLE SECURE BT. PLATE TO BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE 6LAS WEMASONRY NAIL F- ¢ .-. Q W m 16' O/C STAGGERED. ADDITIONAL METAL U 4 y CONNECTORS NOT REQUIRED WHEN NO x 0. 8'CMU WALL UPLIFT IS PRESENT. Z , TOP OF SLAB SEE SLAB SCHEDULEIy-�_ Z SEE SLAB SCHEDULE tTOP 0'-0' OF SLAB a• Z - 'ISOLATED' COLUMN PAD a • CENTERED UNDER WALL AND " POURED MONOLITHICALLY WITH a -� #- • -- - FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE ..--= . FOR WXD, BAR SIZE FOR WXD, BAR SIZE AND BAR QUANTITY x AND BAR QUANTITY COMBINED EXTERIOR MONO - INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD 10 `7 SCALE: wv=1'-0' (NO UPLIFT) SCALE: 314".V-0' 1441 N. RONALD REAGAN 8L LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 '1 T C ii d wp jyh� r p D ll� J�j 0 gounDiv. a 7,07.1 ABBOTT PARK LOT #21 BLK #8 PROJECT# 04181.000-21081 MODEU 4EWB "1499-FREEPORT" GARAGE DWING: RIGHT PAGE: DETAILS %160 MPH EXP. C DOWEL PLAN SCALE: 1/4" - V-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.7744078 www.abdosigngroup.com L AA #: 0003325 S � C a iL BVBDIV ea LoT: ABBOTT PARK LOT #21 BLK #8 PROJZ4CT# 04181.000— 21081 MODEIA 4EWB "1499—FREEPORT" GARAGE EWING: RIGHT PAGE: DOWEL PLAN 160 MPH EXP. C DRINT ATE: 10/15/20 8CALM 1/4"=1'-0" 811MET S1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR WI 10' HOOK GROUTED BONG BEAM VARIES PER ELEV. — ° Z N I . 5 a 0 CLEAN OUT REQUIRED a:FOR INSPECTION ca ` 0'-0' FIN. FLA n TIE ERTICAI REBAR TO HORIZONTAL .a.:. REBAR W/ 10• HOOK //c-- BAR SIZEI 48 BAR CIA. Z_ W #3 18' >> #4 24' U #5 30' #8 38' #7 42' HORIZONTAUVERTICAL REINFORCING 1 SCALE: ' z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND a SPACING REQUIREMENTS mW U cr <an i 8• CMU WALL f lo TOP OF SLAB °' TOP OF SLAB SEE SLAB SCHEDULE Lu BAR SIZE 48 BAR DIA i > EXT. PORCH SLAB 4' CHAMFER (I -STORY) 18, O . a 4 W/ 1/2' ISOLATION 8' CHAMFER (2STORY) . JOINT (WHERE # #4 1. ° e APPLICABLE) Z MATCH STEEL #5 304 8' PVC CHASE PER SCHEDULE REINFORCEMENT 38' e• PVC CHASE THRU FOOTING THRU FOOTING #7 42' MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 SCALE: 3/4'=1'-0' #5 BARS [I —Ell 4 " 8" , F o CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 � tl � Y � i a BVHDIV. & LMOM74 ABBOTT PARK LOT #21 BLK #8 PROJECTp 04181.000- 21081 MODEia 4EWB "1499-FREEPORT" CiAP—WIC 81►WO: RIGHT PAGE: DETAILS 160 MPH E wl- • -.c ,� -- DATE: 10 20 8CAL.E: 1/4"=1•-0" SHEET s1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1Od x 1 1/2' HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2' HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2' HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON 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 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 PBS36, .177' ° x 2 7/8' LONG, WITH WASHER 44 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 9-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.0.8, -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 PC (psi) SIZE WxH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING B81 MASONRY 3000 8x8 (1)#5 WA GROUTED 30LID SAFE GRAVITY LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS 6I0ir-61011fiB SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH 74r (42') PRECAST 2231 4'-0' (4n PRECAST 190 44' (84) PRECAST 1500 S-C (04') PRECAST 1217 V-10' (70') PRECAST 1002 rd (7n PRECAST 006 'I T4' (M PRECAST 743 r4' (112') PRECAST 554 Ire' (1201 PRECAST 475 11'4' (138') PRECAST 362 W-W (I"') PRECAST 337 I" (mrJ PRECAST 208 104r (16n PRECAST 279 IW-r (IM PRESTRESS® RR W-0 (164) PRESTRES LD NA 1T-P On PREBTRESSED MR 19-C Mr) PRESTREMIED NA. 21'4' CAW) PRE37RE38ED MR. 27-V R'9 PRESTREM RR. 24'4T' =7 r=1 otmmomo OmmOmOm 0�0000� ODmtOmmm 0m00�00 mmmQ�00m 0��0�00 ��0000 m®OmOC7m mm00mtl�'"IQ^' OmiCJOm00'. tti7tt�it�tt�tOtt5..'"S+tl�!'! OmmOm�1�Q'� mmmmmm0 Ito0mmi0mm 0©m0m00 ODD©m00 ©�00�00 ®mmil7m00 ©�000m0 ItOttl�it�tt�mmt® 10��0m�0 o©00000 tt�it17t10it0®m© �ttl^�.11O�mmO (2e39 PRE81RE88ED MR. I inm 410 M4 424 1a#2 1 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR. ALL VALUES TAKEN FROM'BAFE LOAD TABLES' BY CA8TCRE7E MAY 201E EDITION • ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES 8PECIRCATIDNS SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS r SAFE UPLIFT LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS SAFE LOAD 1 SAFE LOAD - POUNDS PER LINEAR FOOT T-r (4z7 PRECAST 10n 1024 INS Tr (4r) PAST 4'-W (4r) PRECAST 765 783 1300 N-V (48n PRECAST N-C (54') PRECAST M 501 1073 4V4r (84) PRECAST 74' (64') PRECAST 411 411 745 74' (64') PRECAST V-10' (70') PRECAST 340 339 616 s-10' (M PRECAST 94r (M PRECAST WT 721 490 CAP (TV) PRECAST r4r Pr PRECAST 424 534 303 T4T' (Ta'7 PRECAST r4' (112') PRECAST 325 512 230 94' (112') PRECAST 10 r (12r) PRECAST 2114 401 ISO 104T' (12r) PRECAST 11'4' (iW) PRECAST 280 462 154 11'4' (13r) PRECAST 17-0' (U-r) PRECAST 244 402 137 1r4Y (144) PRECAST 17-C (IWJ PRECAST 217 324 110 1r4' (lW) PRECAST IW4r (IfIn PRECAST 205 203 100 IR-W (1Sn PRECAST 14'4Y (TM PRESMESIIED MR 254 91 14'41 (17r) PRE$1� *41' (164') PRESTRESSED MR 269 83 1B4' (184.) PREffrRE88ED 17`4" PM PRESTRENED MR. 194 84 1T4' Mn PRESTRENED tr4' (23r) PRENFREIIIIED KIM 148 52 1r4' M2.) PREBTRam 21'4' Mr) PRESTRE88ED N.R 125 42 21'4' (2889 PRESTRESSED 2r-0' Pmr) PREwrimm N.R 118 40 2Z4r PC) PREFTRMED W-V On PRESTRESSED N.R W 33 2V-V Mn PREIITREIISED (#) 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 PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 18-0128.03 i------------------------------------ 1 nononnex 1 `♦ 8F16-1T/0WOB 1 ♦ Tl' 1 `♦ 1 6'-W 1 `♦♦ 1 1 ; ♦ 4 ♦ `♦ I UNO, PROVIDE BB1 WHERE— J. ROOF TRUSSES BEAR, TOP 1 ♦♦ ; OF WALL EL. 8'-0', UNO. 1 `♦ I 1 1 `♦ I 1 ♦ I 1 ♦ `♦ � i 1 ♦ Y I 1 1 1 1 1 2 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 � 1 1 1 1 1 ~� 1 1 40 ♦, L _J 1 i ` ♦ 1 ♦♦ 1 1 4► ♦,♦ 1 1 I ♦,♦ 1 1 4* `♦ 1 I 1 1 I I ♦ 1 GT 1 j i 8RF74-1 TlOM/OB � 1 � ♦ t 1 0 I 1 j4f ♦ 1 1 BFB- #0 1 SF16-1T/OWOB 1T/OM/OB 1 8F20-1T/OM/1B 1 _ 4-8' 5- 0' I 1 174' LIFT BEAM PLAN SCALE: 1/4' = 1'-W 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407.7744078 www.abdesigngroup.00m AA 11: 0003325 m O $UDDIV. Ae X,0151 ABBOTT PARK LOT #21 BLK #8 PROJECT 04181.006-21081 MODEL: 4EWB "1499-FREEPORT' GARAGE 8W NG: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 160 Ift Qfe. C FAX AM A ABOMMACRA L AR NO 99i 723 I D `: 10/15/20 $GALE: 1/4"=1'-0" $HEFT s2 IF #5 CORNER BAR W/ 30' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM NOTES TO THE INSPECTOR/CONTRACTOR TYP. B'x8 1. PLACE LINTEL ACROSS TOP OF OPENING, BOND BEAM °D 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT. �0 REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND A6 DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. e'x16' 10 BOND BEAM ^ COURSELD THE OF BOND RLE BOND BEAM COINCIDE WITH A EAM IS OMITTED AND A LINTEL 13 PLINTEL THE LACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE its TOP OF THE LINTEL. 6, UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 1W DEEP. ' 8 8x1 s DBL. BOND TOP OF • 2 QP� BEAM W/ (1) #S BAR BOND BEAM EACH COURSE G 8x8 BOND BEAM r • �Ga\� W/ (1) #5 BAR F F a FILLED W/ GROUT I .\aU =UNFILLED GROUT SOLID FROMNOMINAL LINTEL TO TOP OF BOND# OF #5'S, IN 2N0 BONDWIDTH BEAM, IF FILLED LINTEL.SEAM COURSE �+9EE NOTE 5 �6-1 T/1 8x8 PRE -CAST CONCRETELINTEL W/ (1) #5 BAR (L2)NOMINAL—�HEIGHT #OF#5'S,TOP LENGTH OF BAR = WIDTH OFMASONRY ITS THISENGINEER'SINTENT BONOBEAMCOURSE ORRENING-YBEAM DESIGNATION THATXFX%-1T/iM OB IND CATES ADOUBLE BONDBEAM #OF #5'S, BOTTOM BxB PRE CAST CONCRETE AND xFxx - 1TPoIN08 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (Li) REFERIT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATION6 AND %UXX - iT/iM/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX -1TgA MB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST •3114' WINDOW 'SLOPE SILL Z TYPICAL MASONRY WINDOW %1 SILL CONSTRUCTION 4 SCALE: 1 1/2'=1'-0' 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-77"078 FAX 407-774.4078 www.abdosigngroup.com l AA #: 0003325 � P 14y g� SUDDIV. de LoT ABBOTT PARK LOT #21 BLK #8 PROJECT# 04181.000-21081 MODEZA 4EWB "1499-FREEPORT" GARAGE 8 IMO: RIGHT PAGE: DETAILS 160 MPH EXP. C 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' HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2' HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. 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 REVIEW AND 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 AOCTUATED FASTENER, ZF 72 P8S38, .177' ° x 2 7/8' LONG, WITH WASHER 8' 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 I ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 6' FROM THE CENTER OF THE COLUMN. I FRAMING PLAN SCALE: 1/4" - V-0" L441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdoeigngroup.com AA N: 0003325 iLi BU13DIV. At X.07 ABBOTT PARK LOT #21 BLK #8 PROJECT* 04181,000-21081 MODELt 4EWB "1499-FREEPORT" GARAGE SVIING: RIGHT PAGE: FRAMING PLAN 160 MPH EXP. C ol DA E; 10/15/20 8CAI.E: 1/4"=1'-0" SHEET S3 Ill A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x, }' NAILS TO TRUSS PLYWOOD SHEATHING, SEE "ROOFAVALL/FLOOR 1100 UPLIFT ON B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH H IDd T HTSM20 W/10 10d TO (12) 16d x i }" NAILS TO TRUSS SHEATHING FASTENER SCHEDULE' TRUSS AND (a) x 2 t/a• DBL STRAP, 1 EACH SIDE WRAPS UP AND TITEN 2 ANCHORS TO RS OVER TRUSS (NOT SHOWN) CONT POURED LINTEL C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP 42 z 41900 UPLIFT SIMPSON (I S) 10d x 3 e NAILS TO GIRDER AND A E 6•, 8' x ADDED HT6M20 INSTALLED ON PRE-ENG TRUSS (2) SIMPSON HETA76 TRUSS ANCHORS NAILS, S, 2 O W/ 10d NAILS, 2 ROWS, 3' E OPPOSITE FACES OF WITH (12) 18d x 3 J' NAILS TO GIRDER O/C TO FACILITATE ONE BLOCK WALL W/10 10d TO ADDITIONAL PLY MAX. TO TRUSS AND (4) 1/4' x 2 114' 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM SEE ARCHITECTURAL ANCHOR REQUIREMENTS. CONT POURED LINTEL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. ENGINEERED WOOD 1x2 SECURED W/ tOd TRUSSES .21 O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12' O/C FOR REVIEW AND APPROVAL MASONRYBONOBEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) 8 ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) NCHORS MIN. C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 2, COVER 8 2' APART REPAIR OF MULTIPLE TYPICAL TRUSS/ la lb lc 34 MISPLACED EMBEDDED TRUSS ANCHOR =,'-o' GIRDER CONNECTOR(S) PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0- O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24- O.C. NOT SHOWN FOR CLARITY) MAX -0 6'" MAX (W/1 X4) OR 10'-0" MAX (WP2X4) O (2) 2X4 Na.2 SYP DIAL. 2x4 BLOCKING BETWEEN BRACE W/ 13) 12d ®EA. TRUSSES WHERE TRUSS (DIA.. BRACE TO X-BRACING IS PRESENT AT ® • 1x4 DIAGONAL 2X4 DIAGONAL BTM. CHORD COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING SEAMS) 0'-0' TO 30'-0- (1) -X- BRACE2(2) BRACING, SEE LOCATION VERIFY 30'-1- TO 60'-0 (3) -X• BRACESECURE 2x8 PT, PLATE PLAN FOR LOCATION SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN (1)'X' BRACE 0 CENTERTO BLK W/ 1/2' DIA. U d MAY NOT BE W/ 1/2' DIA. ANCHOR BOLT W/ 2' ..•1 (2)'X' BRACE DIVIDED EQUALLYANCHOR BOLT W/ 2' N ¢ a REQUIRED WASHER SET IN HIGH FROM CENTER TO END.WASHER SET IN HIGH x STRENGTH EPDXY 6" MIN. 2x WOOD FASCIA,STRENGTH EPDXY 6' EMBED. AT 32. OC BTM. CHORD OF EMBED, AT 32' OC MAX. SECURE GABLE TO 2x8 P.T. SEE ARCHITECTURALMIN. MAX, WOOD ROOF TRUSSES PLATE W/ 12d's 8' O.C. MAX RE-ENG GABLE TRUSSSECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8' CONC. POURED STIFFBACK (AS PERO.C. MAX LINTEL COURSE TRUSS ENG)CONT. 2x4 SECURED W/ 10d's 0 EACH TRUSS TO BE INSTALLED 10'-0. O.C. MAX. 1x4 STM. CHORD BRACING 8'-0' O/C END WALL OR OTHER MAX., OR 20 BTM. CHORD BRACING END TYPE CONDITION, IF CONT. 20 SECURED W/ (2) 10d's 0 EACH 10-0. 0/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN TRUSS TO BE INSTALLED 0 IV-0'O.C. MAX. SEE SCHEDULE FOR COMMON NAILS AT EACH CHORD BOND BEAMREo. wrERSEcnoNrvP. BTM. CHORD BRACING GABLE END BRACING W/ PRE-ENG 6 SCALE:34'=,'-o GABLE TRUSS @ CMU WALL 4' SCALE: 3/4'=1'-0• BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE:B/4•=1'-0' NOTCH DEPTH 1/4•D GE>5/6" THE USE OF ALTERNATE MATERIALS MAY BE METER L. STUD USED SO LONG AS THEY CONFORM TO THE OF OUTERSPAN FOLLOWING ONL HOLE 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 q EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON HiOA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 HOLE DIAMETER FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE PLATE<3/5.0 DBL. STUD SUBJECT TO FI AND F2 FORCES. STUD NOTCHING O AND BORING LIMITS 8 SCALE:11/2'=1'-0' 84LT�ATE MATERIALS SCALE:3/4'=1'-0' 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdealgngmup.com L AA M: 0003325 rn t IL [SUBDIV ae w7l ABBOTT PARK LOT #21 BLK #8 PROJECT# 0418 .000-21081 MODEL, 4EWB "1499—FREEPORT" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C DRnWT ATZ: 10/15/20 SCALE: 1/4"=1'-0" SHEET S3.1A lill�Li� VTCR SPACING (1) AT EACH END Il�h 2x4 BLOCKING BETWEEN TRUSSES VTCR AND W-0" O.C. MAX. (2) 2X4 No.2 SYP DIAL. WHERE X43RACING IS PRESENT AT BRACE W/ (3) 12d 0 EA. 4'-0' O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5TRUSSES) V-0- TO W-0- (1)'X' BRACE 1.111111 �110 30'-V TO 60'-0 (3)'X• BRACE BRACE 0 CENTER PRE-ENG GABLE TRUSS h1111 (1)'X' •X' (2) BRACE DIVIDED EQUALLY STIFF13ACK AT ALL 2x SUB -BAND FROM CENTER TO END. UPRIGHTS OVER 4'-,0• HIGH \ n (AS PER TRUSS ENG) of PLYWOOD SHEATHING, SEE I �I 'ROOF/WALUFLOOR IL SHEATHING FASTENER SCHEDULE' SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW 1x2,2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES 0 24. O/C, 1x2 SECURED W/,0d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 20 RAT RUN 12O!C AND APPROVAL SECURED W/ (2) 12d's 0 PRE-ENGINEERED MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENG-D TRUSS 1 W/ HIP RETURN BQALE:34=,'_0 SA41 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH:407-774.6078 FAX: 407-774.4078 www.abdesigngroup.com L AA Y: 0003325 It 2 Ip6y T `gpj t � 11 r� zp Z aubmv. as LOT ABBOTT PARK LOT #21 BLK #8 PROJECT# 04181.000-21081 MODs:. 4EWB "1499—FREEPORT" GAieAGZ awixa: RIGHT PAGE: DETAILS - 160 MPH EXP. C .A. .- .. .A. IW �M HIP g00F Fr A ROOF WIND DESIGN PRESSURES ZONE 1 =18,56 PSF (28.66) ZONE 2 = 32.94 PSF (42.94) ZONE 3 = 56.39 PSF (86.39) 'A'= W-W END ZONE DISTANCE BASIC WIND SPEED: I MPH WIND EXPOSURE:'C' RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT 10.18 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. 5/8 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4. O.C. AT SUPPORTED PANEL EDGES AND Ed RING SHANK GUN NAILS AT W O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS 0 4' O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SWILL BE 3M. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE S%AIR 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: FSCR 2017, em EDITION q(LEXPOSEO EDGES OF CONCRETE ARE TO BE CHAMFERE031M. 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 AS SPECIFICATION FOR THE DESIGN OF FOR STRUCTURAL CONCRETE, ACI 63OEMBE PROVIDES. UNDERALL SLABS-0GROUND WHERE INDICATED ON ELASTICITY = PSI, ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL S 011, COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-/0 AND AISC SPECIFICATIONS SE MSLAP ED6POLYETHYLENEVAPORBARRIERMEMBRANE DRAWNG3.8EAMS LAPPED $INCHES AND STALED WTH ADFESNETAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES TREATED. A ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 POP OF A BORATE PRESERVATIVE TREATMENT: DISODIUM 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 FORMWORK. 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, BI1 EDITION. BEE NAILING SCHEDULE ON PLANS. 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 STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS SYP 42. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO IS SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pBf 20 pef TOP CHORD -noncorwunent 10 peT STM CHORD -non-con 1, DEADLOAD DEAD LOAD 15 pH TOP CHORD 20 pef TOP CHORD (7 pef W ASPHALT SHINGLES) (10 psi w/ No GYPCRETE) 10 pN BTM CHORD 6 091 BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 10pef BALCONY LIVE LOAD 60 pef STAIRS LIVE LOAD 40 Pd WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A186, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED S-0' OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A61S GRADE 40 IN CONCRETE DEFORMED BARS REBAR SHALL BE ASTM A616 GRADE 60 IN MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 8 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: 04 BAR - 26" 48 BAR - Se' 06 BAR - 30' 47 BAR - 42' UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR 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. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A448, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14,'DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION: AND 'TPmrCA SCSI V COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES, PROVIDE 36' z 3e"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 ASS.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 BEND8 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. WIND: DEAD LOAD SPEED.160 MPH 3. SECOND GUST 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 (ASCE 7-10 (FSC R2017) EXPOSURE C, RISK CATEGORY 11) 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: 10p9f, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20p9f, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pef, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40p9f, GUARDS AND HANDRAILS: 200paf, GUARD IN -FILL COMPONENTS: 60p91, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: SOpd, ROOMS OTHER THAN SLEEPING ROOM: 40ps1, SLEEPING ROOMS: 30p9I, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40pef MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: 'SPECIFICATION MASONRY STRUCTURES' (ACI 530/ ASCE ENNIS 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 SHALL 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 C-90, GRADE fm . 2000 PSI, BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASGE 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 DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN bPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318' ROOF/ WALU FLOOR WRITING BY THE ARCHITECT. COURSE AGGREGATE. AND SHALL BE PLACED W/ A SLUMP OF W TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. SHEATHING FOUNDATION/ SITE PREPARATION: "W FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pet, FOOTING TYPE 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 FASTENER SCHEDULE EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1657. TREAT ALL CELLS TO BE FILLED. NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. CIA. SHANK TENSILE STIR. SHANK Ed RING SHANK, 21/2' 0.120' 170,000 I G (16-20 RINGS SCREW SHANK PER INCH) Ad SCREW SHANK 2 1/2' 0.120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL $TAPE, NAIL &TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2' CDX OR 7/16' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4' O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4' O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL. a Q Z W z E W C7 Y � QU =O Z m w Ed RING SHANK GUN NAILS 0 4" O.C. TOP & BOTTOM EDGES a � Z O . Z � W � LL a 0 m O 1. Y 0 zQ _ U CO Y 3 w N 60 Z� Z z z CWD m W z S U C7 'v DO 2 iaz m J Z W � N W Q U � a W to a TOP CORD BLOCKING ATV O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS annF superulNr -�� BUILDING LENGTH _k ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE END FRAMING CEd RING SHANK GUN NAILS B 6' O.C. IN FIELD ` C8d RING SHANK GUN NAILS 0 12- O.C. IN FIELD or 8d x 2 1/2' SCREW SHANK PNEUMATIC SCREW -NAILS 0 12" 0.6.jN FIELD J\ TYR 3f4' T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS 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 6' STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 54-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-040R MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE LOX UNTIL R G DEPOSITED W ITS FINAL POSITION SIULL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE ISA DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHINL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WTH THE ABOVE REDUIRED 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 ANDIORRWEATHER i-1WFORM AND SMALLER 2' FORM AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WAUS AND JOISTS 1.17 FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TES, STIRRUPS FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 8 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: 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 k.1 FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-600, GRADE B, Fy . 46 k91. STRUCTURAL PIPE SHALL BE ASTM63, GRADE B, TYPE E OR S, Fy . 36 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 A326-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 APPL T- 312E TYPE 9PACMO PEAIARKB APPLICATDN Sm TYPE 9PACwG REMARKS 14 PT FURRwG TO MASONRY ICCNC. CASE HAPDENEDC04 NNL 11R'LCNG. SOD GARAGE DOOR BUCK TO M/SWRYDONC. 1/l'DIA NO WASHER TAPCON MA&lNM FASTENER SOD MBED.. 4' END IT, �I-EDGEDE?. 3GOAL.E CASE HARDENED TALL S'OD WMDOWIDOON FASTENED GARAGE DOOR BUCK I..-W/ E%PANBION BOLT N'OC d•EMBED., 4•END DLST., 1. PT. SEE NOTES NML1 V2'LONG. STAGGERED INTO MA90NRYDONC. TO MA9pIRY.CONC. WA3iffR 3•EpGE OI3T. wRDOw eucx CASE HARDENED COIL woD Wxmowmoow FABTEFxD METAL 3TRAnTo CONTACT THIS ENGINEER FOR SPACING zP,EEENDTES NAIL1 trz'LONG. STAGGERED wro MA9ONRYDOFD. MAANRrICd1C. REQUIREMENTS EAT.Sr/wGDOOR R)&189U, 'TAPCON' I. ttrz'EMBED, S' END. NONBEARINGWCOD 1/T' EKPAN9KNJ 4'EMBED. 4'ENO BUCK24 Pi, SEE NOTE. NO WASHER FA9TNER p19T.,11rY EDGE 013i. WALL TO CONC... W/WASHED BOLT GIST„3'EDOE DIST. oPT wHWWBIIC( D.ter PAf •2tlY YCD END. DIBT..t 12' O STEEL OOL.,9EE W/WAdrtR 9TAO.E.D C EDGE DIET. NOTEa 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. PAP SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 6. 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 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 2z MEMBERS ARE SECURED W/ TAPCONS OR PAP TO THE SUBSTRATE, 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH:-407-774.6078 FAX 407-774-4078 wwwAbdesigngroup.com AA All: 0003326 W � yA4 R C � y�y a BUSDIV. se xiolil ABBOTT PARK LOT #21 BLK #8 PROJECT* 04181.000-21081 MODzu 111499-FREEPORr r' GARAGE 8TI MG: RIGHT PAGE: DETAILS v.160 MPH EXP. C SCALE: 1/4-W 05 w IF