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HomeMy WebLinkAbout7761 Sail Clover Ln99 4 99 9 0 0 9 H O M E S T x 12602 TELECOM DRIVE, TAMPA, F1 33637 Tal: (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS OF DRAWINGS -) WFM BUILDING CM, FjSMMMA4 ABV. ABOVE LAV LAVATORYqIL ONINDEX OpN (yip) -.***M•*�,•A �w�p LMW, �liAlO Y�l AD AIRCONDIIIONING MC. LUMINOUS ALT. ALTER ATEE MC. MANUFACTURESEDICINE ETY4 ALT. ALTERNATE MFR. MANUFACTURER ADDED LEDL�g.�pSI,SATHR02�g ARCHITECTURAL SHEET DESCRIPTION ,gpppp pAno opTION DR HORTON HOMES -ocCUPANCY - RESIDENTW., CROUP R3 AMP. AMPERAGE MIN. MINIMUMPG HD. BOARD M.T. METAL THRESHOLD Cl-COVER SHEET rDATZ ADDED eTAF. OPTION12602 TELECOM DRIVE TAMPA FL 33637 1 TEL: (813) 740-9720 FAX: (813) 740-9715 'CONSTRUCTION TYPE - VB - RN. INTERIOR FOW - CLASS B -BASIC WB�D SPEED - V,st=12 lax Veld=124 MPH -EXPOSIBIE - c �,O Ma1-STORY RESIDENCE -2-STORY RESIDENCE MaFIGHT AS PER LOCAL CL CENTER NE MTD. MOUNTED CAB. CABINET MIL. METAL CUR' CEILING NT.S. NOT TO SCALE CON CLEAR O.C. ON CENTER CONC. CONCRETE PL PROPERTY LINE CARPET P.B PUSHBUTTON C. C.T. CERAMIC TILE PH. PHONE D. DRYER PLT PLATE DBL. DOUBLE PPLYWOOD PG GN- GENERAL NOTES PG Al -FLOOR PLAN PG A2B-ELEVATION "B" PG El -ELECTRICAL PLAN REvIeED DOORb At LAINDRY CLoBET iiiOM (2) 2' 6'To (2) 2'-4' REy�D DOOR AT OIM" W"-N CLOSET FROM 2'-6' TO 2'-b' ovovro REPLACE ubP COM6CioR8 W1N 8R7PBLN cGt►EtTORb o ADDED OPT. REAR A/C LOCATION aj/II/IO ADDED LED INWERB oBATH KiMI 2020 FBC 11°DATE AND STATE CODES D.G. DUAL GLAZED PR. PAIR DID, DIAMETER P.T.T PRESSURE TREATED PG PI -PLUMBING PLAN 03AMI ADDED SOW DETAILS DIM. DIMENSION R. RISER DISP. DISPOSAL RAD. RADIUS DP. DEEP RA.G. RETURN AIR GRILL U.S DOOR REF REFRIGERATOR D.S. DOWNSPOUT RM. ROOM DW DETAIL. SC SOLID OPENING REFRI D.W. DISHWASHER S.C. ROUGH ORE ENT DR EA. EACH S.D. SMOKEDETECTUR ELEV. ELEVATION S.H SINGLE HUNG EQ. EQUAL SHT. SHEET EXH. EXHAUST SHTHG. SHEATHING PG Dl-DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL PG WAI-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS � STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA S .FT. CALC.'S LIVING IAWBD.FT GARAGE 385 Sa FT. ENTRY 11 sla. FT, A o. 723 A.B. DESIGN GROUP, TLC. 1441 NORTH RONALD REAGAN BLVD. TOTAL''so s�' ft� p'4 Bm o. �' EXT. EXTERIOR SHWR. SHOWER FG./FX FIXED GLASS SIM SIMILAR F.G. FUEL GAS SL. SLIDING FIN. FINISH SL. GL SLIDING GLASS FUR. FLOOR STD. STANDARD FLUOR. FLUORESCENT SWS SHEAR WALL PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS LONGWOOD, FLORIDA 32750 DR NC FIG. FOOTINODOOR TEMP, TEMPEOREDGLASS PG WAS -WALL ASSEMBLY DETAILS Tel: (407) 774-6078 GA. GAUGE TO. THICK GAR. DISP. GARBAGE DISPOSAL TO.TOP OF CURB Fax: (407) 774-4078 O.F.L INTERRUPTERR TCIRCU[ 7.OS. TOP OF SLABS GL. GLASS TYP, TYPICAL STRUCTURAL SHEET DESCRIPTION PG SI-FOUNDATION PLAN PG SLIA-DETAILS GYP. BD, GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE HG HOLLOW CORE V.P. VAPOR PROOF HDR HEADER W. WASHER HG'T. OR HT HEIGHT W/ WITH INSU., INSULATION WD. WOOD DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL UABIIJTY FOR 11F TNT INTERIOR µWOW WIW ,IN WATDERHEATER PG 51.2-DOWEL PLAN INTERPRETATION OF THE CONTRACT DOCUMENTS. w 1 WROUGHT IRON PG S1.2A—DETAILS 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 ORDER TO BUILD THIS PROJECT BASED ON THIS PG S2.SA—DETAILS PG S2.2A—SAFE LOAD TABLES DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUII.DER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S3—FRAMING PLAN INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG 53.1A—DETAILS CLARIATCATION. PG S3.1B—DETAILS AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'e IN WRITTEN/DRAWN FORMS IN A TIMELY PG SN1—DETAILS MANNER. AB DESIGN GROUP TAKES NO PG SDl—SOFFIT DETAILS RESPONSIBILITY FOR INT WRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSMUC77ON BASED ON THE DRAWING SET. IN - N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407.774-6078 FAX 407.774-4078 W% W.abdesigngroup.com AA M. 0003326 A a B � 9 � a oB1 oil 11 �1 8u]3D:v ae XLwJ0 . ABBOTT PARK LOT# 31 BLK. 7 04181000-31071 MODZU "1499-FREEPORT' GARAGIB SWING: RIGHT PAGM COVER SHEET 160 MPH EXP. C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) 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 FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. aREwm 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND, 4 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5 THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6 OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 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. OARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2, AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D159-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF T- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES" TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 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 ROOFIWALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLIIIBNO 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 h" 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 FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR 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 FBCR SECTION P2603.2. ELTIM"WALL COVINAM 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 FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE ELTw" FML m 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-C926-18b, ASTM-C1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & 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 - 19a AND R703.7. 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. ELT9110RCELM 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . COgfIRUC110N OMMAT10N CONSTRUCTION OBSERVATION SERVICES /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'S 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. EKYERMIMOMS 1. 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) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10/20 (RM) �i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA M. 0003325 H h z 0 1plItoj=T VDDIV. Aa LOT:BBOTT PARKLOT# 31 BLK. 7 04181.00 -31071 MODEL: 4EWB "1499-FREEPORT" GARAGE awzrrG: RIGHT PAGE: GENERAL NOTES %16 H 17 DwTE 6/14/21 scALE: 1/4"=1'-O" aIiEET GN 38'-0' 1 1111111//1111111of is a 11111/110 - i I - - rA - O - 7 ©. - i I c 0,111111111110�0111111111110 o,Po — o,lo oa o0 FLOOR PLAN EXTERIOR MASONRY SQxr. Elm S WALL BR6. HEIGHTS LIVING, 1,498 SO. FT. ® GARAGE 385 8O. FT. 8'-0' BRcr ENTRY 11 so. FT. TOTAL 1,%" 8O. FT. dKIV PATIO 80 W. FT. COY'OIBITND f1A001gMaD LAIGa IM1C a/D BrGeIIE FilR a aBDo1D GI/Ta alelloa eawm we 1aD1lN11DlN8 ASIN1a NDTOE FORAYIE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWNG 18 5 33/-43 DR MIN. CRITERIA SGD. MN. 41 5 31/-39 CRITERIA 16010 O.H.D. 112 5 28.2/-319 I2'xI2' SOFFIT I S 313/-49.9 BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.—B, EXP.=C, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER, 001111101. DBL. TOP PLATE 9 BAR DETAIL A SCALE:IR'.1'-0' U-Bo-�HDR. 1DTL. NOTE: HEADER FINISH TO BE PER COMMUNITY STANDARDS 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 EOUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICIQ.E86, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MN) T141M OR 20-MINUTE FIRE -RATED DOORS. S N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 E xnmxv. & LOT: ABBOTT PARK LOT# 31 BLK 7 PROJECT 04181.00 -31071 monmu "1499-FREEPORT' GARAGE 1 1FMG: RIGHT 1 PAGE: FLOOR PLAN 160 MPH EXP. F4GT. f LA FRONT ELEVATION-B &CALE, 1/4 - '-0TE)MR115 rNigr— I� $ W-O' BRG._--_- FIMY UTIONA—EQU— VMO Uam VEMIIAnm mN m /am • 699 fIUTIONAREAXSQ.INC1 PERFf.(194} 598.450. IN. flEQAflmVFMIUTION • 5% 99R.1 PPEfl PONTIOND ATTIC ml /115 <..1 (EMM— OFWALLTO EXTERIOR OFWALL, NO OVFAN 0INCWOm) 8'-0' BRG. I I II 0'-0' FIN. FLR, OFF RIDGE VENT OPF RIDGE VENT REAR ELEVATION-B KCAL 1/ . I'-0' F ISH 271 N Icb 0'-O' FIN. FLRi. I I---------------------------- --------- LEFT ELEVATION-B SCALE, 1/ - I'-0' TEXTURED FNISH OFF RIDGE VENT OFF RIDGE VENT ,�8'-0' HGT. 4' RAISED BAND AO -0' FIN. PLR - 8'-0' BR's. NCsT. B'-0' BRG. NGT. I 68 II 0'-O' FIN. FLR.o, I 0'-C' FIN, FLR RIGHT ELEVATION-B SCALE: V4 - 1'-0' TEXn)RED FNISH JUNI 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www,a bdesigngroup.com AA Y: 0003325 R [rag Sunwv. & LOT: ABBOTT PARK LOT# 31 BLK. 7 PROJECT 04181.00 —31071 MODEU 4EWB "1499—FREEPORT" CGAPLAGE 81WM s: RIGHT PAGE: ELEVATIONS BF, 160 MPH 9A. C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES ASV CVIL6T 20 ANT aW"POLE w OUTLET Rev OALV HMElllfu^H Q OUM1ET 411111111110, �6F1 IW OUTI2T EINNIP fTAM W NIEWANt! (TAMl7R RLSISTAM 1Y1'E) 220V OUTLEt (4) IAIE maeeflCN AA mo. IIATEIowgr Ounir OROUO PALT NTNG%F /e SWTCH /WTCH 3-"Y OPER. � OUTCH 4-NAY OPIM ,�__0LOW CEILNIi LI6Hr (L� LED C.6 LaW Ovp LRO VAPOR room Lnw O Vf' VAPOR PROOP LRM OMORRIE, CAN eVmIT. PAN I QM PER ea Fr. Veir. RAN utldw 6. I C M rue eFr. v WIY! rePEc+. tND OY 2.0" YIeAP ® L Atd20 ( ) ARaNO ! hNTJ ".UO NISCNW 4' FLUCNO/CNW p d0 8 4'TRAOK 1.109 PANEL NEWER O S.D. Mow DETECTOR SIO[4P WR Maw I w• 1WMCTOW WALL M(�712 m ®cmumrawxm01111100 SRO C ! OW" M A OWANCE W OF NOT LTIEN 4' mmag LOW tl� f NAnRAL 6" jY TMM%C*E JAM DIeeD14aDT m AHN ON 7ELEVRION JACK TOACf O J-EW( m2c UYlpa MARIaD A. E11CH110R ft �a1PPORIED FAN•LNHr IN MACCORDANCE UV 001( MIAISED AS SUCH MR �nnn 24' WCr4DUICIIIINT LOW STRP nnnnnn Nr' NCAOEK.W LnW STRIP eneennnn 4w LOW STRIP FLOOD LRHT OPT. SECURITY KEYPAD • PA FlON-MlITON MR CHRp ur FORT • LOCATION OF TV JACKS A FROM CUTLETS A PANS TO EE VmePED • HCMEOUN R PRE -CO OTRCTION FL s • A20 AMP ERAW W CECUm M EE AIC RCULT PROTECTED PER ELECTRICAL PROVIN" OP EMM • 20 DML AM LAUNDRY CRCUIT. • dPI • UILAND (NOT CN KITCIEN CIRCUIT) • OWNWA&MOt DUCOWACT TO ME LOCKOUT N PANEL • BATHROOM ZX NAy6T FAN TO NAVE MN CAPACITY CP SO C'M NM•I Irr"INT FER ELECTRICAL PROMNCNS OF SECTION ME" ®(a tTH mrtnJ r2A»ex • LAUNDRY ROOM REC<TTACLE MALL eE O UND PAU-T CtleLLIT-MmtlUPlm! PROTECTION POR 1N rERSOEL ON PEEDmee • IRRNS MKINOD SHALL ME NON METALLIC CAENA PER mict"ICAL PROVISION, OF FRae TTH m r202lx • ALL WOW 70 COMPLY UTH ELECT14cAL novINCHS OP TFE ImCR'HH m MO'1)Ox • 3f OR LIOHITNO MMT RR 111230®1MG09fr TYPE PER 11111 AL IIENCY) 2020. ;,r,, m RADII ELECTRICAL PLAN 1/4'•1-m OI'T. COACH LLCTHT FIELD VERIFY LOG I � _ I LED LIGHTING C� SINGLE LAV. MATH 02 150 AMP ELECTRICAL RISER Not TO SCAM OENERM. NOTES, A ELECTRICAL MATERIALS AND MTALLATIONS SHALT. COMPLY WITH ELECTRICAL PROVINONM OF TTE IEGR TTIJ m]ItION (2000). LOCAL CODES, AND A" LOCAL POUER COMPANY REOUIREMIIINM IL ALL CONDUCTORS SHALL HE TYPE TISNMM UNLESS NOTED Orwomw. -3' t-3 �\ I I LED LIGHTING ® SINGLE LAV. MATH 01 PROVDE 34/O M THEN . 1% CU IN 2' CONDUIT OR 3 R4/0 AL, THUN . Po CU N 2' CONDUIT OR 2/0 AL SEA (CONDUIT TO 11'01~1E AIJOVE DOFPIT • OVEI1144ANOIJ COMbNAT10N eERvlcE eo Arr DISCONNECT MRCH AID DOR40 VCLt M ELECTRIC h'El IN I p NO" L4 SR ENCLOSURE PAl'EL ISOA/!P e`4 QCAI" T11-1111VURON NTERSYSTEM DONDM TERMNA. AT LOW VMTAW COMNffCTIONS N3lMI P�ROTrIDC ! COPPER ra! N Y I V CU SEMKE 6ROUD C0NNOO D To I-V2" DIA SCHEDU.E 00 PVC CONDUIT OR PRONDE S RLECTIR��'n' ENCASED FI,* OF STEEL. PER @/O ALU7MM (AL) N 2" DIA SCiEDILE 00 PVC KDITMIG4L PROVIOIONS OF THE CONDUIT UNLESS SERVICE U PROVIDED EY THE ELEC11tlC C"ANY. COOIDNATE WITH THE ELECTRIC S/S" DW X S FT LONG COPPER CLAD GRIOUD ROD eorTPANY mole To tND. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 4OT-7744078 www.abdesigngroup.com AA 8: 0003325 �p V g BVHDrv. to LOT: ABBOTT PARK LOT# 31 BLK. 7 PROJECT 04181.60 -31071 MODZU "1499-FREEPORT" GARAGE Ie111YING: RIGHT PAGE: ELECTRICAL PLAN 160 MPH 17 Da"q.=' 6/14/21 SCALE: 1/4"=1'-0" aiIEET E1 KITGNI SINK U AUTO PLUMBING PLAN WALE, 1/4 " i'-V PLUMBING RISER TO MAIN li N. RONALD REAGAN SL LONG WOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 z BVHDIV. ag I.OT: ABBOTT PARK LOT# 31 BLK 7 PROJECT 04181.00 —31071 HODE7t 4EWB "1499—FREEPORT" GARAGE BIWVXNG: RIGHT PAGE: PLUMBING PLAN 160 MPH tV. C 17 BCALE: 1/4"=1'-0" 1 P1 2X4 TOP PLATE CaROIe BRAD PRE -FAD 1RUSa w• THM coAt �' cm Ow I/2' CI -a BOARD ��T� MRlc1LRAl.PLAIroR DIIomy 10 RlN'OIC@'@R K#AQNW 2xi P.T. W ATTAC2-W 70 /9L1 NOTE: STUDS IN 5' DIA. SLEEVE, CKL"FM PARTITIONS SUPPORTING DO NOT CUT n� PM IO' DRYWALL WALL HUNG PLUMSINCs RESAR naMAL eW.ANT 4 FIXTURES AND WALL 31 .Aaae ROD 1441 N. RONALD REAGAN BLVD, 11eA»!� STRIr LONG WOOD, FL 32750 CA$INETS SHALL BE NOT PIPE w - PH: 407.774607, LESS THAN 2x4, WHEN BOND SEAM ON OT GUT irrc.:BRv.:a.wus Doaewwv FAX:407.774407a SOLID GROUT THE BOWD 'BR n�eAac x�Raavns -- www.abdosigngroup.com NOT MORE ®D. SECURE DT. 2X4 WOOD W/ (1)- 45 5EAM P'�""® TO AA #: 0003325 STUDS rla• THAN I6' O.G. OR, NOT _ moeD.,.As wcoD.,.w.hR ATE TO BEAD On (2) COURSE RESARS wom JAMS auv. sT� oBR�AD Dar71e IW IOd MASONRY LESS THAN 2x6, WHERE NAIL • 32' Or -SPACED NOT MORE MAX THAN 24' O.G. __ ' :' ' Ar"NOVAL R3Q VIR ICAL 7VAcx or r TO ACoDix°° Rocrl By OTMM SLAB-'•'.' Arnavu BRo. FM. FLR 2A PIPE THROUGH BOND BEAM 2g GAS LINE MU BLACK 3 GARAGE DOOR JAMBS 1 TYP. INT. WALL NON—BRG. D7 SCALE: 11/2'"1'-0' D1 SC-1'-0' FIBERGLASS SHINGLES FIBERGLASS SHINGLES WITH UNDERLAYMENT FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR WS.LL ROOF "ATHM 2X4 SPF 24' O.C. MAX SECURE W/ (2)12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES WITH UNDERLAYMENT AS PER FBCR 9DS.1.1. ROOF SHEATHINIG TWIC0ESS AS PER SHEET SNL NON z o a FIBERGLASS SHINGLES WITH UVDERLYMENT A AS PER FOCR 90a.1.1. THICKNESS AS R SHEET SSECURED PER PER STRUCTURAL DETAILS SECURED PER OMON AS PER FBCR 9®S.LL ROOF SHEATHING THICKNESS AS PER FASTETE NER SCHEDULE FASTENER SCHEDULE ROOF SHEATHING THICKNESS AS PER SECUREDLPER ALL SHEET SNI. SECURED /a' GYPSUM BOARD FASTENER SCHEDULE MTL. DRIP EDGE TU DETAILS PER eTRUGTURAL DETAILS PER STRUCTURAL M. DRIP EDGE PER FASTENER SCHEDULE OR 1/2' NIGH BTRENICsTH CLG. 2x FASCIA PER V 9' —pRE_ WD, TRUSS MAX Ax, 7x FASCIA PER BOARD ELEVATION& O. ELEVATIONS In REFERENCE STRUCTURAL VENTED SOFFIT PER ELEVATION VENTED SOFFIT W SEE ENEMY CODE FORMS WALL SHEATHING CONT. 2x RAT RUN SECURED PEROX Pam-EWs � INSULATION R-VALUES PRE- ' � THICKNESS AS PER &TRICTURAL DETAILS WALL SHEATHING = M. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE SHEET 8NL SECURE PER SEE ENERGY CODE FORMS FOR INSULATION R•VALUEB THICKNESS AS PER PER ELEVATION FASTENER SCHEDULE PER ELEVATION SHEET SNL SECURE PER 2x FASCIA PER m. TYI- 2x FASCIA PERIr SHEET 8N1 FASTENER SCHEDULE ELEVATIONS OR ELEVATIONS PIKE-ENG GABLE TRUSS HIGH GYPEAI BOAT® OR I/2' ON SHEET BNI. VENTED SOFFIT I R-4.1 INSULATION VENTED SOFFIT DEEP SCREED HIGH STRENGTH GLG. BOARD PRE-ENKs. GABLE TRUSS WINDOW ATTAC 4 ENT WEEP SCREED AS 2x P.T. SECURED PER �OGMANUFACTURES SPEA IONS STRUCTURAL DETAILS 2x P.T. SECURED PER I R-4.1 INSULATION STRUCTURAL DETAILS BU33DM U!e LOT: I I REFERENCE WINDOW ATTAC I ENT AS PER ABBOTT PARK STRUCTURAL MANUFACTURES SPECIFICATIONS LOT# 31 Ix2 P.T. FURRING STRUCTURAL BLK. 7 STRIPS • 24' O.G 1/2' THICK, 2 COAT PORTLAND Ix2 P.T. FURRING &TRIP& • 24' O.C. PROJIQCT ASTER APPLED 04181.00�-31071 I/2' NICK COAT POIetLAND DIRECTLYL p M V2• THICK, 2 COAT V2' GYP. LLl. �. A.CMU 1[OD2QLe CEMENT PLASTER APPLIED 1/2' GYP. WL BD. PORTLAND CEMENT WOOD BASE DIRECTLY TO MASONRY WOOD BASE PLASTER APPLIED 4EWB DIRECTLY TO MASONRY ".. ��1499—FREEPORT" &-y FIN. FLR.L ®'-m' FIN. FLR m'-m' FIN FLR L + J 0'-0' FIN. FLR dAliAdlS 9TIIINd: �- — — — e 9GMU a. ,,' ' : " • ROOF SHEATHING THICKNESS IS ,• . ' , ". ROOF SHEATHr s THICKNESS IS RIGHT . .. e ENGINEERED PER ASCE-I6 IN • A ENGINEERED PER ASCE Z-16 IN PALM: �•' ". ACCORDANCE WITH FSCR 2020 '` : ,.- ' ," ACCORDANCE WITH FSCR 2020 •a' a ITH EDITION, SECTION R301.13 •,; ' a ITH EDITION, SECTION R301,13 AND 16095.E AND 160S5.1. DETAILS W/ WINDOW OPENING TYP. WALL SECTION W/ WINDOW OPENING TYP. WALL SECTION (SHINGLE) B B NO OPENING NO OPENING Nola: NOTE: � 16MPH C MTO SE USED FOR THE D TO SE USED FOR THE 4 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF 5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF eaA4A, 9/4•.r-0' --RIAYMENT IN ACCORDANCE SCALE. 3/4'"I'-C' UNDERLAYMENT IN ACCORDANCE WITH FSCR S05.1.1.1 OF THE FSCR WITH FBCR SM.1.1.1 OF THE FSCR 2020 ITH EDITION IS $4 WHICH USES 2020 "ITH EDITION IS ►4 WHICH USES (2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM D486S TYPE III TYPE II OR ASTM 0486E TYPE III OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. 7 O A NO DATM 6/14/21 8CA X: 1/4"=1'-0" 8*=ZT D1 Im DO P.T. a CENTER OP DOOR HEADER SECURED W/ (U V2' X 8' J-BOLT W/ 4' MK EMBEDMENT W/ 2' X 2' X H/S' WASHER 4 NIT OR WV (2) V2' X 6' ANCHOR BOLTS W/ 4' MK EMBEDMENT WV 2' X 2' X V6' WASHER 4 NUT' V4•TAPCONS 1 V2' EMBED. 6' Or- 4' END DIST, 1 V2' EDGE DIET. X 2' X VO' II484ER 4 NUT. (I; WITHIN a' OF TOP, (1) UTHIN 6. OR THE BTMM ® (3)EVENLY SPACED. El lmr NOTES ALL ANCHORS SMALL DE N ACCORDANCE TO MAMVAC'ftM 'S INSTALLATION NSTIIVCTIONS WHERE SUCH NOTPLICT10NS ARE MORE STRNGENT GARAGE DOOR T BUCK ATTACHMENT N 4' 6 am I*' DRYWALL In4 P.T. OR S/4'X4' MK SECURE THRI MtAME 4 ❑ IW. EXTEND I -VW NTO P.T. NAILER BLACK WV 3A6' TAPCONS DOOR CASING MK SiMK 61IR J46 MK HEAD SIZE 300 MK EMBEDM IM 1-V4' WITHIN 6' OP EACH END DOOR JAMB OR WINDOW 4 IW O.C. MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +8/4" OR +5/4" A IIIIiD01► TO BLOCK +3/4" OR +5/4" 2)(4, m SECURE TO BLOCK WV 3/16' TAPCONS MK SANK SIZE J46 MK HEAD SIZE 300 MK EhBEDIM M' 1 V41) WITHIN 6' OF EACH END 4 IS' OL. MAX SPACING. 2X6, m SECURE TO BLOCK WK2) 3/W TAPCON6 MK 6HAMK SIZE .HIS MK HEAD $IZE JIM MK EMBEDMENT 1 V4•) a, cm WITHIN 6' OF EACH END 4 W O.C. MAX SPACING. 1,12' DRYWALL 2X6, ® I7G4' SECURE TO BLOCK P.T. NAILER WX2) 3/16' TAPGONG DOOR CASING (INK SANK 61ZE .146 MK HEAD SIZE 300 MK M'WMC*EW 1 V4') WITHIN 6' OF EACH ED 4 B' OL. MAX �'� DOOR JAMB OR WIDOW ATTACH TO 2X PER MANIFAGTRE6 DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +1 1/2" r111DdD0V To BLACK +1 1/2" a 2X4, m again TO BLOCK WV 3/W TAPCONS MK SHANK SIZE $4b MK HEAD SIZE 300 MK EMBEDMENT 1 1/4') WTHN 6' OF EACH BIND 4 ID'OG. MAX SPACING. 2X6, 120 SECURE TO BLOCK WV(2) SAW TAPCONB MK S4AW 812E 145 MK HEAD SIZE 300 MK EMBEDMENT I V4') WITHIN S' OF EACH END 6' CHU 4 16' 0C. MAX SPACRYs W' DRYYU4LL 2X6, ® ❑ I'X4' SEER, TO BLOCK W /0) W*' TAPCONa P.T. NAILER (MK SANK SIZE J46 1/R6' OAA X 4' MK MK HEAD a= 300 MK 1911591X BiT 1 1/4') DOOR CASING WITHIN 6' OF EACH END 4 K• oJ:. MAX SPACINfa. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTRE& DETAILS, NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +1 15/15" t RINDOII TO BLACK +1 15/18" 2" m SECURE TO BLOCK WV 3AW TAPCONS (MK SHANK SIZE Ja MK HEAD SIZE JIM MK EMBEDMENT I VW) WITHIN 6. OF EACH END 4 Is, = MAX SPACING. NOTE, 61INCTUtAL 2X MUST BE 2X6, ® ON OUTSIDE 4 81ICUARD SECURE TO BLOCK THROUGH NON-STRUCTURAL UK2) SAW TAP0O00 3AW TAPOON MK 1414' MK SWAJK SIZE J46 14'BEt mlw INTO BLOCK MK HEAD SIZE 300 MK EMBEDMENT i VW) WITHIN 6' OF EAC44 END. 6' CM4 W Or -MAX SPACING. V2' DRYWALL 2X6 ❑ BLOCK 1'X4' WK2) 3A ' WK2) 3K' TAPCONS P.T. NAILER MK SANK 61ZE .14& DOOR CASNG MK HEAD 6= 30O MIN. E DWJ:N' 1T i V4') WITHIN 6' OF EACH BIND 4 b' OG MAX 6PACMG. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTIRE& DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED VW) DOOR JAMB TO BLACK +2 1/4" /;N—W NNDI 011 TO BLACK +2 1/4" 2X4, m 690 NS TO BLOCK WV3/16' TAPCGNS (MK SHANK SIZE im MK HEAD SI= 300 MK EMBEDMENT 1 V49 WITHIN S' OF EACH END 4 W O.C. MAX SPACING. 2X6, m SECURE TO BLOCK WV(2) 3Ai' TAPCON6 MK 814ANK 812E J4S MK HEAD SIZE 300 MK EMBEDMENT 1 V41) WITHIN 6. OF EACH END 6' CM 4 W OA MAX SPACING. 1/2' DRYWALL2X6, ® ❑ SECURE BLOCK Iw WK2) 3/16' TA1"CON6 ' P.T. Pt. NAILER MK SHANK SIZE A46 DOOR CASING MK HEAD 61ZE 300 MK EMBEDMENT 1 V4') WITHIN 6' OF EACH END 4 W O.C. MAX SPACING, DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTRE6 DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +9" O� n� rn 2NTnrTT +a• 2X4, m SECURE TO BLOCK W/ 3/16' TAPCCNb MK SHANK 61ZE J45 MK HEAD SIZE 300 MK EMBEDMENT I V49 WITHIN r OF EACH END 4 W 0C. MAX SPACING, NOTE, STRUCTURAL 2x MUST BE 2X6, ® ON OUTSIDE 4 6ECUED SECURE TO BLOCK THROUGH NOWSTRICTURAL WK2) 3116' TAPCON6 3A6' TAPCON MK 1-114' MK SANK SIZE JM INTO BLOCK MK HEAD SIZE 300 MK EMBEDMENT I V4') W Cyl WITHIN 6' OF EACH END 4 IS' O.C. MAX SPACNG. N' DRYWALL SECURE TO BLOCK P.T. NAILER IWC21 SAW TAPCON6 DOOR CASING (MK SANK SUN J45 MK HEAD 6125 300 MK EMBEDMENT 1 V4') WITHIN 6' OF EACH END 4 W OP. MAX 6PACNG. NOTE, SWIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED V4') 2ND 2X BECRE TO STRUCTURAL. MEMBER UY(2)Qd WITHIN 6' ar EACH CND 1 W TO 6. OG. MAX DOOR JAMB OR WIDOW ATTACH TO 2X PER MANFACTU BS DETAILS, DOOR JAMB TO BLACK +S" F 'mmmow..TQ BLOCK 2X4, m SBCJR TO BLOCK W/ V4'TAPCMON6 MK SHANK am J4S MK HEAD 61ZE 300 MK E'bBDMISN'T I VW) WITHIN 6' OP BAC 4 END 4 IS' OG. MAX SPACING. 2x6, IZZI 6ECUIR TO BLOCK WK2) V4' TAPC" MK SNMK 8120 .146 MK HEAD SIZE 300 MK EMBEDMENT 1 V41) WITHIN 6' OP EACH END 4 16.04- MAX SPACING. 2X& SECURE TO BLOCK WK2) V4' TAPCONS MK SWANK SIZE A46 MK HEAD SZE 3" MK EMBEDMENT 1 V49 WITHIN 6' OF EACH END 4 IS' O.C. MAX 6PACING a• am 1/2' DRYWALL 1744' P.T. NAILER 1/16'0.6-X4'MK DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTNRa OVALS, NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +8 7/15" v lID'ID011 TO +9 7/IB" 2X4, m SSCJIE TO BLOCK W/ 1/4• TAPCON6 MK SANK SIZE J45 MK HEAD SIZE 300 MK OPMMM lDff 1 VW) WITHNN 6' OF EACH END 4 W OL. MAX SPACING. 2X6, SECURE TO BLOCK WK2) V4'TAPCONG MK SHANK SIZE J45 MK HEAD SIZE 300 MK EMBEDMENT I V4') WITHIN S' OF EACH END 4 W O.C. MAX SPACING. 2X6, 6E0UR TO CLOCK WK2)V4• TAPCONS MK SHAANK SIZE .145 MK HEAD SIZE 30O MK EMBEDMENT 11149 WITHIN 6' OF EACH END 4 W O.G. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3A6' TAPCON MK I-V4' EMIDEP ENT INTO BLOCK t�1 6' cm V2' DRYWALL IlxAl P.T. PT. NAILER I' P.T. X 4' MK ,- DOOR CASING DOOR JAMS OR WINDOW ATTACH TO 2X PER MANFACTRES DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +S 3/4" a IIIIiD011 TO BLACK +3 3/4" 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PN: 407-7746078 FAX: 407-774-0078 www.abdealgngroup1m L AA #: 0003325 f r�r 6 BUDDIV. de LOT: ABBOTT PARK LOT# 31 BLK. 7 PROJECT 04181.00 -31071 MODEZA "1499-FREEPORT" GARAGE BIWMG: RIGHT PAGE: DETAI 160 H E 17 s's%jdR, • 6 14 21 DATE: / / SCALE: 1/4"=1'-O" 19> SET D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/32/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 104S6.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2D21 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10960.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.S SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2D21 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12131/2023 16SO3.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/Z/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 1S332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/32/2024 1S353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 3S279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR W/SIDELTTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU OCT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-O" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 9/17/2021 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/32/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 22/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 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 2020 (7th EDITIONS BUILDING CODE INFORMATION SYSTEM @ WWW.FLORIDABUILDING.ORG CONTROL DATE:05/05/2021 1 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 q lIulmrv. Ae xam ABBOTT PARK LOT# 31 BLK. 7 PAOJ>OC 04181.60 -31071 MODEMA 4EWB "1499-FREEPORT" GARAG33D WVXK . RIGHT PAd33k PRODUCT APPROVAL LISTIN 160 PH , C OOAIM 1/4"=1'-0" smomm D3 PIMFOFNIW CONTROL Jon FLAMM OF CONTROL JOINTS T DE UARED TIED TO LATH • S' . OO. MAX (VERT.e NQgL DO NOT FA6M CONTROL JOINT TO WALL EVEN IF ST1D EXISTS DEYOND EXCEPT STARES uu SECIlI11E CONMAYTOI BE JOII TO lar • CHIMM NSTALLATION ------� FMTW400 TO OE GRACED • T' Orm MAX VERTICALLY Twzr, 3 COAT CEMENT KASTER \/ MAID LAYER •2, PORTllaMM DUILOM PAPER APPROVED METAL LATH PASTE EOD .T (VERTJ OZ. MAX AT SUPPORTS WPM LAYER al, STUCCO WRAP WOOD SHEATHING FAFMIEW LATH 6 AALL DE CONTSU011& TAQOL16H JOINT& DUT DE 6TOFT i TIED AT EACH 60E. PER ASTM C1063 PROJIDE 2X4 OLOCGIdS PLACNP FLAT MAX. 6' TO 8' \ PROM CONTROL JOINT IFEN CONTROL JOINT FALL& ON STV41CTURN- 61m FASTENI M FOR LATH TO DE NAILS OR- STAPLES IN COMPLAHM UV ASTM CV*3 2. WIRE TIES TO DE (NO. 16) CAll WIRE & DLOOKM &HOM MAY OE IN ADDITION \ TO WALL 6TIM FWMIR® PER PLAN NEA �jokW W 1 0 zoliZkOm , 11111,111 OLi OLPaAaARD-FLA ®raw ®rt.A 16Y00. LFa L pR11AN a R.6 L CIe44 1 a Fr. C OI PCLD WAWO a Pr. A X. QOAN a PL 6 AMD a ® I.-- -A LCll aFLO autl..6eFr. o 4. !ICED Fr. C OAR Fr. 4 v� Y 0 tAormht ~~� 6aRw Ttan MAL FOLD. GQ Haan. X) AARiallil D D111LONG uARAP il�auaiED"TO eeuAiE SMALL M LAPPED A MNM M OF 1"m WRE TO Rill7lb 6' • VERTICAL LAPS !ROLL LAYER 4 0406) 4 6' • HORIZONTAL LAM. ALL SEA'D NEED LATH VERTICAL LAP t0 BE I' STUCCO WMF l LATH FORTIDER &F um /rET1lL DUILDLAIN6A1'D! LATH 6r6' SELF-ADWO04FLASHING 4TAFE OVER 4'x4' SELF-ADIIERN3 FLASHING r nra I OVER APPROVED 110USE WRAP. X ' 4W SELF-ADHERN4 MB URANE R.ADHIMS OVER APPROVED {� _ 1 HOUSE WRAP. FLASHING TO o(tao ONTO RIFE IT METAL LATH WM LAYER 'L I I' THICK 3 COAT CEP'@R V COW. DEAD OF SEALANT 6TUCC0 U~ I PLASTER INSTALL APPROVED MOUSETRAP AIR METAL LATH INFILTRATION MAR RIBR OVER / I WPM RPAPP�E'R��� sIIATHND ZLO LAYER RR, FORTIRDER DNLDNS ELAbrohlII COATING OVER STUCCO) DUILDMfi PAPER \ I MAID LAYER a, V. RNmw (SEE TTT WN) ALL SECTION) i STUCCO UAPAP JI WOOD SHEATMfMS SECTION Ezlarlor use of lowlan, Dement plaster shall eomply with the appfoaaon requiremeraa of ASTM C 92618b. P MN LATH LAM,, 4' wile Irtate'stiun of esterior lathing and fr®mirg ALL LAF shell comply with ASTM C 108319a, ro"'FAFER LAP BCN.Er I W-r-O• or ASTM iTIT. � I R. NQ fi.AMW� .Ot» R001's IIMLL INITetINCTIow ® KICKOUT DETAIL on Nam, SON LAPS OF PETAL PLASTER EASES SMALL EE aEC1AED TO FRAMINS ME'TDEM. TFEY SHALL DE TOP ORTUM 61,11-PORT6 WITH VA416-IN. (12W'tV WIRE AT INTERVAL& NOT MORE THAN S' (22S-MMA AS PER ASTM C1663. FORW PAR OF TEAM N UM LAYEM, TEAM MAY OE PATCHED U 14OM WRAP TAPE PER MMAF. SPEC. OR PEEL A &TICK WOOD SIEATI DUILOI PAPEF STUCCI 4k4' 6ELP-ADHORMIS MB'IORAIPE FLA6MM (CCR'PATEILE III/ HOUSE W WP MATERIAL) OVER 1' OR LESS PIPE PENETRATION G7T AND OVEIl OW SIDE OP—/ SELF-APHRall MEMORIAM R A&HNS STEP01 WOOD SHEATHING OR CMU WRS LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WPM 4 TAPE OVER Ill OOFALIel I 8-CREED z D'X5' 'L' TYPE CONTINUOUS GALv. METAL FLASHING 2 (NAIL TO ROOF DECK NOT N WALL SHEATHING) CAP SHINGLE - NAIL, INSTALL WITH ROOFOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.t.B. N.T.S. 4• 6. OF LEGEND DRAINAGE PLANE (WRB LAYER *I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER------- — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO —71 WOOD OR 711611 ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — -JUN NOTE: METAL LATH: LATH TO BE PER SECTION R-1031.1 / ASTM C-84-1-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-7744078 www.abdesigngroup.com AA M 0003326 N Zq Qg i C W W f 00 nuim V. r LOR4 ABBOTT PARK LOT# 31 BLK. 7 jTm 0 1881000-31071 HOD2Lc 4EWB "1499—FREEPORT" OA11LAGM s1rXKOt RIGHT PAGE WALL ASSEMBLY DETAILS V. 160 PH E C INSTALL 6' SELF -ADHERING hEMSRMIE FLASHING OVER TOP, 61DE(6) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE E:X 4"T. �n owe OF FLAft9W1 Tl26E: ;X[ 1. BOTTOM. 2- SIDES, 3. TOP VENT CAP IS TO BE SET IN BED OF eEALANT AT TOP AND 60166 ONLY. SEALANT IS TO BE TOOLED 60 AS TO DEFLECT 'X- WATER AWAY PROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL i JOINTS AND INTERSECTIONS 1 APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO % AL SIDES,Y; CAULKING • JOINT ROtAJD I I I I PER SECTION I I E16nbr MtlIYw NrM W6Merino BACKER ROD I I Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. IX, 1 r Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, or ASTM 1787. WRB LAYER M, 1 STUCCO WR 4P I ( HOODED VENT 3 COAT CEMENT PLASTERTHICK, METAL LATH WRB LAYER 02, FORTPIBER BUILDING PAPER 11OOD 61 EATWM DRYER VENT (FRAME) > SHEATHING IAYER M, CO WRAP LAYER 02, FOR I FIBER —METAL LATH S' a1J VINYL CASING BEAD 6' RAISED BAND xR>go 6' WDE STRIP Way AD4E61VE PLASHMG, CLEAN MASONRY BEFORE APPLYING Z FLASHING &TONE VENVER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKI LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR '1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - — — — - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-641-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEI VERIFY LC FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'CiUICK FLASH' PIPE THROUGH / WALL i 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPEI UNDER 'QUICK FLASH A VENT PENETRATION SCALE: N.T.B. STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/5ACK- ROLL PRIOR TO ELEC. METER INSTALLATION I ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHINCs WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER j' THICK, 3 COAT CEMENT PLASTER V TO V MID -WALL WEEP SCREED 6' SELF-ADHESIVE FLASHING WOOD FRAMED J---vrm WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLINCs ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM I— A- """'• 'WR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES -O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION UM LAYER M, STUCCO WRAP WOOD SHEATHINCs— APPROVED— HOUSEWRAP BELOW CUT SUCH THAT - NO MEMBRANE ENTERS BOX, APPLY TO PACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHING LAYER N, STUCCO WRAP LAYER 7, FORTIFIBER BUILDING PAPER METAL LAT14 WOOD CON6TRICTION FlINI6F1 WOOD FASTEN TO WOOD 6TMJCTURAL r091 EER • T' = MAX 6' CIU 7i' Torr_& CI2111666 we ADHESIVE K.ASWWA CLEAN MASONRY DO —OW APPLYING �B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) STEP 03 6' WRB LAYER M, STUCCO WRAP WRB LAYER M, STUCCO WRAP 6 APPLY 60 MM GRADE 'D' FELT MEMBRANE FLASHING ® MEMBRANE FLA — OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP L Ilk wR8 LAYER 02, FORTIFOER BUILDING PAPER STEP #4 ELASTOMERIG COATING OVER STUCCO/ C.v. FINISH (SEE TYPICAL WALL I. SECTION) _ METAL LATH STEP 05 STEP 06 n9 ELECTRICAL RECEPTACLE •1 N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdeslgngroup.com AA 0003325 h E 4 sLJSDIV. & LO1! ABBOTT PARK LOT# 31 BLaK�.► 7 0181�.000-31071 a�aszs 4EWB "1499-FREEPORT" dARAiGM swaak RIGHT PACM WALL ASSEMBLY DETAILS %160 MPH EXR. C EXT. uaoD ne WOOD SHEATHING WRB LATER M, SUB -FLOOR DECICMG COLUMN SHEATHING STUCCO UAtAP RESISTIVE WOOD WRB LAYER n, FORTIFIBER PRE-13I66 VGD TRR BARRIER CONSTRUCTION BUILDING PAPER RESISTIVE SW AAT G IANNEL �' 1141M 3 COAT CEMENT XJMTPA �'T� q BARRIER DARRIER 4 ' TYPE 'X' DRYWALL PLASTER WMATIER ON� _ 6' SAF. \ 6' SAP. A TOP OF WEEP 6CREED J' 114I K 3 �T'•�'"'�''� V7 PEEL 4 STICK - TO SHEATWM DEHND WEEP SCREED �` IE8 M.ASWOOD I16'x3' 'L' FLASHING SHEATHING a' POSITIVE DRAM 4' P ITIV METAL LATH FULLY EMOEDDED 1441LONGWOOD, ED WOOD SHF-ITHMG N ROOF CEMENT 32750Lw _ LAYER 01,/ / 'IV X 3' 26 GA. GALV. PH: 407-77"078 STUCCO WRAP f ``� FAX: 407.7744078 S COAL CEMENT ` `.` SEALANT. JS' SET IN FULL BE'D OF 'AP BACKERFOR MIN. yROD m'n AAA PLASTERTHICK / AMI66-IIR - . 6' SELF-ADHEREING ' FLASHIRXs WRAPPE EXTERIOR GRADE OW WALL • SEALANT , j SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE #: 0003326 i . .� D Is OF WEEP SCREED TO SHEATHING 95ELCW a. �pT� �� J' THICK, s COAT C@'ENT Wes,. ee�o ATE vNYL GAGING BEAD BARRIER M WEATHER RESISTIVE y BARRIER a a 1 WR8 LAYER M, STUCCO WRAP NO GAP M FCI A (SHOWN FOR CLARIFICATION OF SEPARATE ACCR66ORM ONLY) WATER PROOFING lot LAYER (2 LAYER PEEL `' , STICK) EXTERIOR COLUMN COLUMN SHEATHING L E G E N D �,•. - a y` • r. I Y; �fi WRD LAYER Mt, FORTIFIBER W SAA ' I BUILDING PAPER PEEL . STI I)6'x3' 'L' FLASHING DRAINAGE PLANE (WRB _ SEEP-ADHEREMG So,LoDR ® � FULLY EMBEDDED M ROOF CEMENT LAYER *1, STUCCO WRAP) WRB LAYER M, FLASHING; IRAPPED I )i' X 3' 26 GA GALV. STUCCO WRAP ;. CORNER LEVER METAL DRIP EDGE WRB LAYER #2 (FORTIFIBER — - — - — - — — AMICdACASIN wa-Tam AM= 1"-,BF�D 1 Y"; Ir w CANTILEVER DRIP of OD(PrRET•X?FiLLELATED AM, �K'M�oF BUILDINGS PAPER) O SPACE RP0M DRIP ......... _ EDGE CONTINUOUS Y; GAP FOR SEALANT FACE TO TREX VINYL GAGING BEAD METAL LATH x—x—x—x FIELD OPT. SACKER ROD' WATER PROOFING lot NO GAP IN (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 3' X 3' 26 GA. GALv. FMIBN LAYER (2 LAYER METAL DRIP EDGE MODIFIED W 3/4 RESILIENT LAYER (2 LAYER PEEL STICK) WRAPPED FIRGT1 STUCCO CASING BEAD FEEL TEac) SET �TI� TO 61 6' PEEL � Ar'W' &l vrtxL CABIWI - — — �' THICK, 3 COAT CEMENT WOOD OR 1116' ZIP WALL q� A 10 A DTL ® CANT. T DRIP FACE TO TREX PLASTER SCALE I I/2'"r-m' BOOK SHEATHING 5/0, TYPE 'x' DRYWALL METAL LATH W)1'EXTURED 4 PAINTED I WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — Y; GAP FOR BACKER FINISH NOTE: I,s'XI y; P.T. oR SIMULATED ROD 4 SEALANT i' THWCK 3 COAT CEMENT �� M METAL LATH: LATH TO BE PER SECTION �W� per` VINYL r AAMG BEAD P T"M INFIELD WATER PROOFING lot I .. WEATHER RESISTIVE VINYL CORNER BEAD (SHOWN FOR 0-ARPICATION OF up Rim3."1.1 / ASTM C - 841-14a , MIN. 2.5 L BS. LAYER (2 LAYER PEEL F BARRIER M VINYL r AGING BEAD SEPARATE ACCESSORIES ONLY) • Y2 PER SQ. YARD (UTILITY OR NOMINAL BTI DOMTPPED R0160FI T �`1niE61B?IVE 1� f CANTILEVERaM° BALCONY DRIP LATH DOES NOT MEET SPEC; 6'P46TICEC. DECK, 11C EDGE INSTALLATION ® COLUMN s CEEL. DRIP EDGE TO DECK EXTEND OVER DRIP SUB FLOOR IV"(Wf"L" FLASHING WOOD CONSTRUCTION ® 3' X 3' 26 GA GALY. SCALE. NTS WOOD SHEATHING METAL DRIP EDGE SET IN RILL BED OF BARRIER RESISTIVE WOOOD (TRID0 FILLER, A SPACE PR' MM SPACE PROM DRIP WRB LAYER M, 9/4 RESILIENT WEATHER RESISTIVE CONTNUO"us FACETj�L TO TREX E6¢ 2x FRAMING M0MISER STUCCO WRAP HAT CHAMIEL n Y4 GAP FOR BARRIER �D WATER PROOFING Ut 9 COAT CEh1Q•iT WOOD SHEATHINGS VINYL CAGING HEAD FINISH LAYER f2 LAYER LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM P bI EC, WRB LAYER '2, FORTIFIBER COAT CEMENT � FEEL 4 STICK) 3/4 RESILIENT BALCONY DECK TO 2 Imo. COIlINER BEAD BUILDING PAPER I PLASTER HAT CHANNEL CAWILEVER FASTENED TO SHEATHING WRB LAYER •I, S/S' TYPE 'A* DRYWALLt METAL LATH J' THICK 3 COAT CEMENT AOTER *I' or- MAX METAL LATH I STUCCO WRAP 4 PAINTEDWOOD SHEATHING METAL LATH PINE6H� THICK, 3 COAT CEMENT(2) 2x12 HEADER SIWTEXTURED • PANTED WOOD SHEATHING WEATHER RESISTIVE STUCCO ER M, 1I' THIGIG 3 COAT CEMENT 1 WRB LAYER 02, FORTIFIBER >i' PLASTER FINISH BARRIER M PLASTER 1 BUILDING PAPER i' THICK 3 COAT CEMENT WEATHER RESISTIVE BARRIER M! 4' POAITIVE CRAM WOOD 814EATHWA 6'SELF-ADHERING ' METAL LATH VINYL CORNER BEADMRCP 4' POSITIVE DRAIN AGREED PLASTER WlEP ACAEED FETAL LAIN FLASHING B� �' THICK 3 GOAT CEMENT VINYL CASING BEAD NO GAP IN FIELD WRB LAYER n, FORTIFIBER (EXPLODED IEW FOR PLASTER VINYL CAGING BEAD IN FIELD (6WOUN FOR CLARIFICATION OF (6HOUN FOR CLARIFICATION OF SEPARATE AC4=660RIES ONLY) BUILDING PAPER ' ' CLARITY) SEPARATE ACCESSORIES ONLY) BALCONY DRIP 14A ORNER BEAD ® FRAME DRIP CAP 11D DRIP EDGE O 11 EDGE INSTALLATION INSTALLATION WINDOW FLANGE WRB L R M, •i WOOD CONSTRUCITON STUCCQ WRAP ..•. ;: i 2 , WEATHER RESISTIVE ,k CORNER ESEAD WRB LAYER *2, FORTIFIBER •' i � F-summ ae XAM ABBOTT PARK LOT# 31 BLKK.. 7 0 181�.000-31071 MOD=- "1499—FREEPORT" GARAGM 1111FING2 RIGHT PAGO WALL ASSEMBLY DETAILS 160 MPH EXP. C WEATHER RESISTIVE (FASTENER 4 SPACINGS g i' O.C.) BUILDING PAPER' BARKER a METAL LATH i VINYL CASING BEAD J' THICK 3 COAT CEMENT PLASTER J' THICK 3 COAT CEMENT 5/0, TYPE 'X' DRYWALL METAL LATH PLASTER W/TEXTURED 4 PAINTED FNISH WOOD SHEATHING b'SELF-ADHERING ' ,, J'THICK PLASTER3 COAT CEMENT HEADER/BEAM F, CMU FLASHING ; i i i VNYL CORP. 4' 1/2' THICK, 2 COAT CEMENT DRIP CAP NO VINYL CORNER BEAD PLASTER APPLIED llaz1p aaR_M_°Mv DIRECTLY TO MASONRY VNYL CASING BEAD No GAP IN FIELD WINDOW FLANGE DASMB/14/21 (SHIOM FOR CLARIFICATION OF OCAtak 1/4"=1'-0" SEPARATE ACCESSORIES ONLY) 14B CORNER BEAD ® BLOCK 15B CASING BEAD C9) WINDOW Immm nT (FRAMENO BAND) s T 11(DRIP, EDGE INSTALLATION V d A3 y4 GAP T.P J' THICK, 3 COAT CEMENT WOOD SHEATHING CA6IN3 BEAD PLASTER TO TRIM METAL LATH IX TRIM MEMBER WRB LAYER h, s STUCCO TO STUCCO WRAP SIDING tRANSITION WRB LAYER 42, FORTIFIBER WOOD SHEATHING BUILDING PAPER SIDING WOOD SHEATHING WRB LAYER 02, FORTIFIERER IBUILDING PAPER WRB LAYER 01, ` STUCCO WRAP METAL LATH i' THICK, 3 COAT CEMENT WRB LAYER 62, FORTIF15ER Tucco WRAP � STU Ap LAYER 01,PLASTER BUILDING PAPER &'SELF -ADHERING , METAL LATH CASING BEAD FLASHING ! 11 VINYL ANGLED EXPLODED 8 CASING BEAD VIEW FOR PLASTER FL SHING OR PEEL t STICK SIDING TO STUCCO CLARITY) 1 CASING BEAD i DRIP CAP WINDOW FLANGE WRB LAYER N, , (CROSS SECTION) STUCCO WRAP VINYL ANGLED " T^WTION s. IUOOD OHBATHN6 WRB LAYER'2, FORTIFIBER ? ;: IIEATFER RE6rer1VU DER'! BUILDING PAPER / RBARRIER ♦\ LATH 42tlereTlVE /� METAL FTLAPeIORNi }�� 3 COAT CEMENT r i-,•'. AD O i ■ ; TER\ < �4RItl�ERt PM611 E &'SELF -ADHERING RAWER! �ISTRve FLASHING t -Y`' •,E \ dALVD METAL CAPR METALz MASHING d.ADRIP ugmx :.. WINDOW FLANGE CASING BEAD (9� WINDOW Xi�6R1LAiEDR EEE, uwOR (FRAME, W/BAND) `,`` - 15C „vGAP �'MMCAULKING , ALANT JW'A6Tn �esz SIDING TO STUCCO 0 BLOCK TO FRAME 9 TRANSITION METAL LATH WRB LAYER h, STUCCO WRAP WOOD SHEATHING WRB LAYER e2, FORTIFIBER BUILDING PAPER ! WRB LAYER 01, J' THICK, 3 COAT CEMENT STUCCO WRAP PLASTER ; ! WRB LAYER 02, FORT IFIBER VINYL ANGLED BUILDING PAPER CASING BEAD '` METAL LATH VINYL CASING E!EAD i ~" THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) CASING BEAD ® RAISED - 1 "7 A BAND (FRAME) SCALE: I 0 ' NOTE: METAL LATH: LATH TO BE PER SECTION R'1030.1 / ASTM C-84-1-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD SMFATFIM6 �t ��616TM1_ MATHER "S16TIVEBARRIER —� Xx T A�' LAP SIDNCs— N -fiAL —\ STARTER STRIP—� z PIALVID m R • X 11; rALA7ED-- �eAaRoa Rtic rLAeHR�S��—� I BBAARRI�gt 61eTIVC� yCJ `�,� '.- �M WEATHER REereTIVE // v E PARWER ' a SIDING TO STUCCO a ® FRAME TO FRAME 9 TRANSITION �--AglltlNb LLEATFER RESETIVE MARRJIR 9 TO LAP \ 6' MN. ABOVE TOP cr Ir K.A m T_QBA t W IPM*TRVE BAP—WAMM OR"" BARRIER -J aA.VD METAL W IFLAW* 6 w6arlva 41 i= ) Pvc �6rernE LEGEND DRAINAGE PLANE (U#M LAYER 61, STUCCO WRAP) WRB LAYER e2 (FORTIRBER — - — - — • — WILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — J' THICK PLASTER3 COAT CEMENT SEALANT METAL LATH WINDOW FRAME WRB LAYER 02, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) —WRB LAYER 01, STUCCO WRAP, :&'ZLFADD AROUND FRAMING MEMBER FLASHINGD SHEATHING 2X FRAMING MEMBER DETAIL BELOW EXPLODED xi FOR CLARITY SEALANT WINDOW FRAME WINDOW FLANGE Ya' GAP TYP J' THICK, 3 COAT CEMENT CASING BEAD PLASTER TO WINDOW METAL LATH WRB LAYER 02, FORTIRBER BUILDING PAPER WOOD SHEATHING ■as_ WRB LAYER 01, STUCCO WRAP &' WIDE PEEL 4 STICK OVER FLANGE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-7748078 FAX 407.774-4078 www.abdesigngroup.com AA M 0003325 -t gfill w, J.LL eummzv. a. Loan ABBOTT PARK LOT# 31 BL�K..! 7 04 8 000-31071 NOD= WB "1499—FREEPORT" RIGHT 1PAa3k WALL ASSEMBLY DETAILS 160 MPH EXP. C \ E-Z BEAD VINYL CASING 2X FRAMING (Wl%' FLEXIBLE PVC BACKER ROD) J1 1 7 O MEMBERf L/ \\ BUILDING APPLY FULL BED OF SEALANT BETWEEN ' FLANGE 4 BUILDING WRAP WRAP VA2M 6/14/I C n EZ BEAD WINDOW CASING e �1/4"=1 CAME 8 LD BE TA N IN KEEPING TIE VENT PROPEL 4%S ANO TO' SHOWN IN 1' GALVANIZED ALIGNED. VENT PWE IS BEAlEO IF UTIIIIED. NML IN PLACE USINO 1-1N' NAILS AT EACH WRHER, ROOFING CEMENT SNW.D SE APPUED TO ALL SHINGLE EDGES HEM TIE CUT OUT TH GOOSENECK VENT OPENRIG IN THE ROOF OUTER EDGE AND AROUND THE ENTIRE PERIMETER AS RECOMMENI)ED IN SEVERE INEATHER COASTAL SHEATHING, SIZE THE OPENING IN ACCOROVICF KITH THE CONSTRUCTIONZONES. CHWRT SHDNN. IN THE EVENTA MECHANICAL VENT PM IS U8ED, 812E THE VENT OPENING INACCORDPNCE WHIN VENT FAN MANUFACTURE'S PIPING CONNECTION INSTRUCTONS. W NOT CUT INTO TRUSSES OR RAFTERS WHEN CURING THE OPENING IN THE REWEIERFERINOSNINOLOT11AT-1-1HE RERIWE INTERFERINGNAILS J NING SO T THE WIILINO FLANGE OF THE VENTLAYS FLATTO THE ROOF SHEATHING. SURE IIIl TOPAMTHE S-WLE SIAtLOINOES OF TIE VENT LP AND UHOER SHINGLES.A THE BOTTOA VFNTFIANGEB Ib UV CN TIE Tp.OF THE SHINGLES. E FF ROOF HOOD VENT DETAIL CUT NSIRAP AT 46* ANSLE MODPIRD 'I' cur - IN HOUOM~ LSE OP OPO4NS I I I APPROVI \ _ D NOWBIRAP OVER SIEATNSn OMnn LLD STD MALL " STEP 1 1'M. W MIN' \ / RD N" FLASHINS 7A� DO NOT sea. EOrroM -� MN STEP 6 T8'PtlR.WLT FOLD-N'I � SEC HOUSEIACAP (O TUOC FLAT UFL N HTAD FOLD HOIMEW N AT JAMM H SLOPE SW. R STEP 7 ASPWILT PLASTIC CEME MOLDED MOUND BASE PIPE AND— FLINGS ALL R4.ANMHO w W. ETOOE OF SILL Im PES:IMHOCALLT PASTSN MHED loom (CAP NAILS. STAR") WALL MPONT RRW~ AS n FLASNNS AT 11e row House~ DOOM 4 TAM DIAGONAL CUT A ACROSS HEAD OP (HALT SATURATED FELT PLUMBING VENT DETAILS WALL S' WIIDE AOHBSNE - MCI® R.NXWLE PLASH►UI MATERIAL OVER DRIP CAP JOINT (PR7TECT0-~ sT-m a a FAUN) STEP 8 l``ji�o WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS WMADEVALLEYFULSHING SUi OR HEAVIER FELT �I UNDERLAYMENT ASPHALT ROOFING -\`. CEMENT /^ NO FASTNERS WRHIN —CENTERLINE FASTNERS IN END OFSHINGIE E%TEND END SHINGLE _/iATLEAST 12. BE VALLEY CENTERLINE CLIPPED OFF —DEGREES SHINGLES TRIMMED Y BACK FROM VALLEY CENTERLINE ROOF VALLEY DETAIL APPLY ON Ne) (0 EDUAL)SEALANT H 11114:1 Cf1! JOINT. FLIED APPLIED PLA 4NM (LANCO wSTE-SEAL RC -SS OR 15011AI.A SLOPE SILL TO Ex bKm L ITIS, THE CONTACTORS IE/PONeIpILTT TO VOINIT TIR COMPIATEML.ITT OF ALL PRODUCT& NCLUDNS WO1MlORAI~, SEALANTS A SELF-ADVERM FLASNINS HATERA.S USED OU NSO CONSTR IUCTION. 2. INSTALL ALL MATERIALS, TIER MANFACTUPOM MITTEN SI'EOSNCATIONS WHIM LtINA A SELANTS MAY REACT ADYMMMY P NOT GLMAN AND SEAL JAMS TO SILL JOMTS WITH DOW -it'" FOLLOUMG COMPLETION M CxTEItlOR RETI6�PIt WOW IR SCNEM SHOWN SHALL BE IMPLEMENTED AT ALL WMDCIUS WITH EVIDENCE OF WATER INTRJSION BELOW THE WMDOW OPENm SEAL MTERlOIE PERW'IETER OP W ADM WTH 11 SEALANT 2. FLASHIM AT MINIM YE40046 AND DOOR OPE'EIOS SHALL M SETALLM IN ACCORDANCE WITH PIAHU ACi1JMR'S INSTALLATION INSTRJCTICHS AND APPROMED MTHOP U OP FeD WMA U IN A7COM010E WITH REaISTRA'rWN HAMPACtUPOM INSTALLATION AND M146HIINO SMTRIICTIRM , I (� EAONe'm EmALAMS MAY REACT ADVEIMELY IFNDT NCOWATMXA WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. NTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-3078 FAX: 407-774-4078 W W WZbdesigngroup.com AA #: 000.25 E t7mrv. HIk s(oat ABBOTT PARK LOT# 31 BLK. 7 04118 -31071 moass� 4EWB "1499-FREEPORT' GAieAan eIFERM RIGHT PAGM WALL ASSEMBLY DETAILS 160 MPH C 2021 SCAM 1/4 1' WA5 / 1 I 1 I I/8 �\ :t METAL FASCIA \� WRAP Ye' FROM \ -4t STUCCO, 1' FROM WOOD WALL `\ EXTERIOR WALL (FRAME OR CMU) \� \\ NOTE: NOTCH FOR 2Xfo \ \ SUB BAND ONLY ®ELEVATION ®FLAN A \ 2x6 SUB-BANb W/1'x4' NOTCH o END, WRAPPED IN PEEL 4 STICK METAL FASCIA DRIP EDGE !P\ 1\ TEXTURED I \ FINISH a WOOD 1 �� 2X6"VANC TEXTURED FINISH 0 CMU / �\ ;It ©FLAN B —ROOF KICK OUT REMOVED \ FOR CLARITY ROOF DECK (BEYOND) ` DRIP EDGE, 1' OFF WALL VNOT INTO STUCCO) 1/8' TEXTURED FINISH • WOOD, 1/2' TEXTURED RMISH •CMU METAL LATH .WOOD SHEATHING OR CMU WRB LAYER *I, STUCCO WRAP (FRAME ONLY) 'WRB LAYER 02, FORTIFIBER BUILDING PAPER (FRAME ONLY) ROOPMG CEMENT DRIP EDGE METAL KICK OUT !tj' TEXTURED FINISH / WOOD, 1/2' TEXTURED FINISH 0 CMU / 2xb SUB -BAND W/1'x4' NOTCH END, WRAPPED IN PEEL s STICK METAL FASCIA WRAP 1' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' - V SCABBED TO TRUSS W/12d NAILS W-S' O.C. MAX. 2x SUB -BAND W/%'x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL® WALL 3• x X` x x x x x x ..,:.. x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x SUB BAND DETAIL ® WALL W/KICK—OUT ME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND 11,1/1 i'x4' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT A ROOF EDGE OMITTED FOR CLARITY i"i N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA k: 0003325 04 : pp lApsojAw" UMDIV. Ao LO'hBBOTT PARK LOT# 31 BLK. 7 04181.00 -31071 1EODlLs "1499-FREEPORT" GAMUL02 STFINM RIGHT IPASIb WALL ASSEMBLY DETAILS 16 H E 3B'•0" 10'-0" 27'-3" 2T-3" 3'-6" / 1'-3" F TE-1 4 31/2" W W ~ m LLI a CONC. ~ �L— 4" CONC. SLAB cq O END 1 2, 8" SLAB 1 1/2" 11'-10" •1 i 14'-7" i 1A 1 I 4" PVC � i CHASE -N/I I� I' 4 I i I� I 1{li I . 21'-2" It �1 16'-10" 0'-0„ $-- 1A - 11 SLAB F I. .I EXTEND I SLAB 1 11Z' TE 2 . r _ _ I 4 5 1/T' N 5 4"2,-8„ 18,-6„ .1 19'4i" 18' 6" N �I W I =v •- LLI 1A I 4" CONC N EXTENDI� I w SLAB I 1A 2 SLAB 1 117 1' J IJ a +-3 1/2" 1 SIM. I I 1A 1 ,� 5„ 4 "Z' -71/2„ I 1 1A 1 FM-12X18 •�Y_j a 2 MC-12X18 — — — — FM-12X18 FMC-12X18 — — — 4 a '-4" SIM ,-4„ .1 1.1 5,-8„ y,-0„ 4'-2" 1.- , 16,-0„ 14'-8" 38'-0" FOUNDATION PLAN SCALE: 1/4" - V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE 3, COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'•0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. S. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.CllNDICATES #5 BAR, ®INDICATES #6 BAR,ENDICATES 97 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 = 3W, #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 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 4021802-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: F'm = 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 i OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WVVM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 71h EDITION SLAB SCHEDULE SLAB THICKNESS I REINF. REMARKS 6x6 W1AxW1.4 OVER GENERAL 3 1/7, 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING PROVIDE CORNER BARS SAME SIZE QUANTITY BARS FOU SCHEDULE CG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 8" - s - (+)0.-0" FM-1208 12" CONTINUOUS 18" - (2) #5's - (+)0'-0" FMC-1208 12' CONTINUOUS 18" - O 's #5 IN CURB VARIES TE-2 12' SEE PLAN 8" - s FMA202 17 CONTINUOUS 17, 2 #5's JUN 1 N. RONALD REAGAN Bl LONG WOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 H so 04 r�r ip BtmDIV as LOT: ABBOTT PARK LOT# 31 BLK. 7 PROJECT 04181.006-31071 MODEL 4EWB "1499-FREEPORT" GARAGE a7►IITCL: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C MIN. EACH WAY MONOLITHIC FOOTING F p STEEL REINFORCING IN GROUTED i STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND ^ CELL SEE PLAN FOR SIZE AND ° .�..• �' g 02 SPACING REQUIREMENTS o c SPACING REQUIREMENTS "••�• v: {I • E, �QJ w .I; Iv.{ • ��...° GARAGE DOOR RECESS m FM •_� a 8" CMU WALL ro ? 8"CMU WALL CORNER BARS, SAME SIZE AS LARGER BAR IN FOUNDATION WITH 30" LEG EACH I w +- D-c z +- 0'- 1 . • 0 WAY AT ALL CHANGES IN DIRECTIONS TOP OF SLAB TOP OF SLAB i�—^^�'-"7 I ... SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OFCONTINUOUS BARS SEE SLAB SCHEDULE e• DIAB EXT. PORCH SLAB ^ 4" CHAMFER (1STORY) i/2"ISOLATION ' ''• EXT. PORCH SLAB OPOMASONRY SEE SLAB SCHEDULE +RAGE 1STORY6" �a. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE UNITS SET AT ELEV4"CHAMFER rnJOINT(WHERE CHAMFER (2-STORY) `. �'� W/ 1/7' ISOLATION � ( )0_pW/ 6"CHAMFER (2STORY)APPLICABLE)i sEE scHEDULE M#742" SEE SCHEDULEFOR WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING MD, BAR SIZEPi9. AND BAR OUANTRV FOR MD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTmNUMBER OF BARS (1°. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 2 SCALE: 3/4"=1'-0" @ GARAGE SCALE: 3/4"=1'-0" CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3/4"=1'-0" SCALE: 3/4"=1'4" (1) #5 REBAR VERTICALLY W/ CONC. w POURED CELL q8"CMU LAP TOP PLATE A MIN. OF 49' a 04 REBAR 4" O.0 . ®CENTER OF AND NAIL W/ S, COMMON VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. :5 SLAB LAP TO OCCUR OVER STUD OF WALL W/ PLAN 0 a o z z$ 5 I 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP I r W NEW REINF. BAR SECURED W/ 2- PART No 2 STUDS SEE PLANS FOR PLATE TO SLAB W/ SPACING. SINGLE BTM. PLATE SECURE ST.EDGE — ' 2"CAPPED 6@ n 5 I EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP 1!2'k9" WEDGE ANCHOR W/7' GALVANIZED PIPE $ O WASHER SET IN HIGH STRENGTH PLATE EPDXY 5-1/2" EMBED. MIN. �, e• • W/FLANGE BASE o FOLLOW ALL FOLLOW F. 16"OC § ry I - 4" CONG, REINF. W/ w NS SPECIFICATIONS FOR SIMPSON SPH4 OR SPH6 MAX. M J 'r 'k6' #10 WWWM ON z I USE AND BTM AND TOP PLATE 6-MIL POLY ETHYLENE i PREPARATION OF ANCHORS W/ 1 Od x 1 12' w VAPOR BARRIER ON q„ 4, HOLE. COMMON NAILS FILL ALL _ • �� ra^ WELL -COMPACTED SECURE FLANGE TO HOLES, DO NOT USE 10tl w . � CLEAN FILL TERMITE SLAB WI(4) 1/4" X 2llf' 8 } x 3 SLAB SCHEDULE TREATMENT SHALL BE e S' BORA-CARE TAPCONS QO �L [SEE a_ O •u.• .Q I" TOP OF SLAB ��.• (2) CONT. #4 REBAR R (1-STORY) F6�'CHAMFER •; f (2-STORY) e.�� ., ' e (2) #5 REBAR ON CHAIRS 17' MIN. DEPTH INTO z 2,D00 PSF VIRGIN SOIL OR B5% VIRGIN OR ENGINEERED SOIL COMPACTED SOIL EQ. EQ. SEE SCHEDULE SLAB HEIGHT LESS THAN 3'8' PER RLAN ADDING BAR TO FOR wxD, BAR SIZE AND BAR QUANTRY EXTERIOR MONO DEEP BOLLARD MONOLITHIC FOUNDATION ���INTERIOR CURB FOUNDATION WOOD WALL FOOTING W/ BLOCK WALL J SCALE:3/4'�1'-0" O SCALE:3/4"=1'-(Y' 6DALE:3/4""'�' 1A (W/ UPLIFT) SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 49" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TOP PLATE A MIN. OF 48' LAP TO OCCUR OVER STUD OF WALL W/ PLAN AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/SYP No 2 STUDS SEE PLANE FOR SPACING. SINGLE LAP TO OCCUR OVER STUD 2<q OR 2x6 WOOD BEARING OF WALL W/ PLAN PROVIDE BLOCKING SPACING REQUIREMENTS BTM. PLATE TO BE PT. WALL W/ SYP No 2 STUDS SEE PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO PLANS FOR SPACING. SINGLE SECURE ST. PLATE TO 4/F SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL ADDITIONAL METAL 16" O/C STAGGERED. n CONNECTORS NOT ADDITIONAL METAL % REQUIRED WHEN NO CONNECTORS NOT REQUIRED WHEN NO 8"CMU WALL UPLIFT IS PRESENT. UPLIFT IS PRESENT. rc SLAB SCHEDULE b TOP OF SLAB 't [SEE > SEE SLAB SCHEDULE TOP OF SLAB SEE SLAB SCHEDULE •' TOP OF SLAB "ISOLATED" COLUMN PAD �= • ��=a L 4 • CENTERED UNDER WALLAND • + -� POURED MONOLITHICALLY WITH e e� 1 . FOUNDATION AND SLAB • e SEE SCHEDULE SEE SCHEOULEFOR "' " ' FOR WxD BAR SRE EQ. EQ. SEE SCHEDULE ./ AND BARQUANTnY FOR MO. BAR SIZE AND BAR ANDBAR,BARS2E QUANTRY ,XL JUN AND BAR QUANTITY COMBINED EXTERIOR MONO - INTERIOR CURB FOUNDATION WOOD WALL INTERIOR FOUNDATION (�9SCALE: WOOD WALL ,,, FOOTING AND COL. PAD I V SCALE: 3/4"=1'-0 3/4"=1'17' (NO UPLIFT) 3/4"=T-17 (NO UPLIFT) d N, RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngtoup.com AA #: 0003326 Zp F d SVHDrv. & 1,07, ABBOTT PARK LOT# 31 BLK 7 PROJECT 04181.00 -31071 MODEL: 4EWB "1499-FREEPOI T" GARAGE OWnM: RIGHT PAGE: DETAILS 160 IMPH EXP. C TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM • I .d c �. CLEAN OUT REQUIRED FOR INSPECTION '4 0'-0" FIN. FLR. TIE ERTICAL REBAR . • TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 148 BAR DIA. #3 18" #4 24" M #6 30" #6 36 #7 47' HORIZONTAUVERTICAL REINFORCING SCALE: 3/4"=1'-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR S1ZE AND o SPACING REQUIREMENTS CMU WALL • TOP OF SLAB • q' TOP OF SLAB •, EXT. PORCH SLAB •' SEE SLAB SCHEDULE 4" CHAMFER (I -STORY BAR SIZE 4B BAR DIA. s #3 7F .4• a a : ! . •d - ; ! - W/ 1/7' ISOLATION 6" CHAMFER(2STORY) JOINT (WHERE #4 2,V .4= APPLICABLE) MATCH STEEL #5 30' g REINFORCEMENT S• 36" THRU FOOTING PER SCHEDULE #7 G' PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT SEE SCHEDULE PER SCHEDULE FOR MD. MR SR AND MR QUANTT' PVC CHASE THRU FOOTING 4 SCALE:3/4"=1'. #5 BARS r a� 0 �1- E'i- �f-7r CMU UNIT DIMENSIONS � ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 1 a suBDIV. & Lolil ABBOTT PARK LOT# 31 BLK. 7 PROJECT 04181.006-31071 HODELc 4EWB "1499-FREEPORT" GARAGE 19WING: RIGHT PAGE: DETAILS 160 MPH E , C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 WI (9) 10d x 1 1/7 HDG NAILS, CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d 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. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. B. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. 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 10. 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 P81336, .177" ° x 2 718" LONG, WITH WASHER Q 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS, 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE RRRRRM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/T.O.A. =TOP OF ARCH / T.O.S =TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION lP-0 'xH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1)45 N/A GROUTED SOLID L - - - - - m _ J FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 1/4" = V-0" IS N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 I]P SXMDM & LOT:BBOTT PARK LOT# 31 BLK. 7 ROJmCT 04181.00 -31071 MODET.4 4EWB "1499-FREEPORT" GANAOffi SWIMG: RIGHT PAGE: LIFT BEAM PLAN AND NOTES %160 MPH ER. C ND A AR N DATWY 6/14/21 SCALIC: 1/4"=1'-0" E*EMW s2 #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 SCALE: 3/4"=1'-0" PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. TYR Wxa' BOND BEAM 1iR5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. JIB 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. BN16' r 5, SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM •' COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. T I Fv- F=FILLED W/GROUT I � O U =UNFILLED NOMINAL WIDTH # OF #5'S, IN BOND BEAM COURSEE NOMINAL- -� 6-1 T/1 M/ B HEIGHT #OF#5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX-iT/1M/08INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM AND XFXX - 1T/OM/0B INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX - 1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX - 1T/OM/DB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST 13114' WINDOW SILL Z = SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 1/2'=1'-0' BX16 DEL. BOND TOP OF BEAM W/(1)#5 BAR .r' BOND BEAM EACH COURSE BX8 BOND BEAM TOP OF W/(1)#5 BAR BOND BEAM GROUT SOLID FROM P LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL SEE NOTE 5 8X8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING-2' BEAM DESIGNATION OR BX8 PRE -CAST CONCRETE LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774.6078 FAK 407.7744078 www.a bdesigngrou p.com L AA #: 0003325 F f Pa aunDiv. as LOT: ABBOTT PARK LOT# 31 BLK. 7 PROJECT 04181.00 —31071 MODEL: 4EWB "1499—FREEPORr GARAGE 8WMG: RIGHT PAGE: DETAILS 160 MPH XP. C 6/14/21 SCALE: 1/4"=1'-0" 8*1ZET S2.1A 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 1/7' HDG NAILS, WOOD TO WOOD: SIMPSON H1 OA OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST•CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 9. 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. 10. PLACE Zx4 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 P8836, .177"' x 2 7/8" LONG, WITH WASHER a 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'4% FINISH FLOOR. UNLESS NOTED OTHERWSE. TRU83 MANUFACTURER/ ENGINEER NMS' 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. FRAMING PLAN SCALE: 1/4" - V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAK 407-774.4078 www.abdesigngroup.com AA #: 0003325 1 q O 1 1 l 3 a p y Co i "BuBDIV" a LOT"' ABBOTT PARK LOT# 31 BLK. 7 "1499— RIGHT PAGE: FRAMING PLAN 1 SCALE: 1/4"=1'-0" 1 S3 A{l) SIMPSON HETA16 TRUSS ANCHOR WITH (8) 10d x 1 �' NAILS TO TRUSS PLYWOOD SHEATHING, SEE SIMPSON # 1100 UPLIFT SIMPSON B42) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOFNMALL/FLOOR HTSM20 W/10LIFT tl TO SHEATHING x 1 NAILS TO TRUSS TRUSS AND (4) 1/4" x 21/4" FASTENER SCHEDULE" DB STRAP, DBL STRAP, 1 EACH SIDE WRAPS UP AND , TITEN 2 ANCHORS TO OVER TRUSS (NOT SHOWN) CONT POURED LINTEL C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SVP #22'x4", (16) 1Od x 3}'NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED # 1900 UPLIFT (2)EDSIMPSON (2) SIMPSON HETAt6 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3' INSTALLED ON PRE-ENG TRUSS WITH 12 16d x 3 NAILS TO GIRDER ( ) ?' O/C TO FACILITATE ONE OPPOSI OPPOSITE FACES ADDITIONAL PLY MAX. TO 10 BLOCK WALL W/1010d TO 1/4 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS TIRTEN 2 ANCHORS TO CONTINUOUS BOND BEAM SEE ARCHITECTURAL ANCHOR REQUIREMENTS. CONT POURED LINTEL 2x SECURED W/ (3) 1. GALV. COMMON NAILS. ENGINEERED WOOD 1X2 SECURED W/ 10d TRUSSES ® 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12" O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L1430 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. °ALLOWABLE UPLIFT =lL2705 LBS (2 PLY) T COVER 8 2' APART TYPICAL TRUSS/ REPAIR OF MULTIPLE I Iu scALE J/4"=l'-0" MISPLACED EMBEDDED TRUSS ANCHOR GIRDER CONNECTOR(S) 3 SCALE: 3/4"=1'1Y' PRE-ENG GABLE TRUSS 2X4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0' O.C. (AT PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX C-0- MAX (VJ/1x4) (2) 2X4 No.2 SVP DIAL. 2x4 BLOCKING BETWEEN Oft 10-0- MAX Iwl7X4) BRACE W/ (3)12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT 2X4 DIAGONAL BTM. CHORD COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 1x4 DIAGONAL BRACING. SEE PLAN FOR FOR STRAPPING 0'4" TO 39-9- (1) "X" BRACE SEAMS) BTM. CHORD BRACING, SEE LOCATION VERIFY 30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE w PLAN FOR LOCATION SECURE 2X6 PT. PLATE TO BLK W/ TRUSS PLAN (1) "X" BRACE 0 CENTER TO BLK W/ 1/2' DIA. a Ed MAY NOT BE W/ 1/2" DIA. ANCHOR BOLT W/2' (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' � m REQUIRED WASHER SET IN HIGH FROM CENTER TO END. WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. 2x WOOD FASCIA, STRENGTH EPDXY 6' EMBED. AT 37OC MAX. SEE ARCHITECTURAL MIN. EMBED. AT 32" OC BTM. CHORD OF SECURE GABLE TO 2.8 P.T. MAX. WOOD ROOF TRUSSES PLATE W/ 12d's 8" O.C. MAX RE-ENG GABLE TRUSS SECURE GABLE TO 218 P.T. PLATE W/ 12d's 6' CONC. POURED STIFFBACK (AS PER O.C. MAX LINTEL COURSE TRUSS ENG) CONT. 2X4 SECURED W/ (2) 10d's Q EACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX. lx4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF CONT, 2X4 SECURED W/ (2)10d's @ EACH O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN TRUSS TO BE INSTALLED @ 10'-0' O.C. MAX. SEE SCHEDULE FOR COMMON NAILS AT EACH CHORD BOND BEAM REQ. INTERSECTION TYP BTM. CHORD BRACING GABLE END BRACING W/ PRE-ENG 6 GABLE TRUSS @ CMU WALL 4 SCALE: 3/4"=1'77 BLOCK WALL W/ GABLE END PRE—ENG'D TRUSS SCALE: 3/4'=1'-0 NOTCH DEPTH 114•0 HOLE EDGE HOLE DIAMETER THE USE OF ALTERNATE MATERIALS MAY BE <vSrosGL.SrUD USED SO LONG AS THEY CONFORM TO THE OUTER 1L0F FOLLOWING SPAN ONLY OLE EDGE >5/6' I. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS _ A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft 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 JUN THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 BTM. HOLE DIAMETER FORCES ALL AT THE SAME TIME, FLOOR TRUSSES NOT EXPOSED TO WIND ARE PLATE <3/5•D DBL. STUD SUBJECT TO Fl AND F2 FORCES. STUD NOTCHING 8 AND BORING LIMITS SCALE: 1 1/2'=1'-0' ALTERNATE MATERIALS SCALE: 3/4"=l'-0' .1 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.com AA ►: 0003325 9 oulmiv. as LoT: ABBOTT PARK LOT# 31 BLK. 7 PROJECT 04181.006-31071 MODEL, 4EWB "1499-FREEPORT" GARAGE EMMO: RIGHT PAGE: DETAILS 160 MPH FA C OPBIE-ErD ��� L , HIP ROOF F ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 53.20 PSF (63.20) ZONE 3 = 61.20 PSF (71.20) ZONE 2e = 61.20 PSF (7120) ZONE 3e = 70.80 PSF (80.80) ZONE 2n = 70.80 PSF (S0.80) ZONE 3r = 83AO PSF (93.80) 20NE 2, • 70.80 PSF 80) (80. "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +1- 0.18 A11111,1201111 FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING EXP 1 (40/20), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/3Z' STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS 0 4" O.C. EDGEWISE Zx4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH CIA. TENSILE STIR. SHANK ASTM 10d R NG SHANK 212' 0.131 F1667 SCREW HANK 170,000 RING (16-20 RINGS RSRS-03 8d RING SHANK, 2 3/6' 0.113 SCREW SHANK PER INCH ) RSRS RSRS-01 8d RING SHANK, PNEUMATIC 23/8" 0,113 F1667 SCREW -NAILS RSRS-01 KAF ItK UK IKUSJ--�, ROOF SHEATHING , EXTERIOR SHEATHING USE 12" 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 MANUF. SPECS.) SEE DETAIL U BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE END FRAMING ROOF BNEATF�NO ATTACHBI@R BPACM ZONE 1'. tOd NAILS 0 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2F 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. INFIELD ZONE 3,3e, 3r: 1 Od NAILS C 4" O.C. ON EDGE AND 4" O.C. IN FIELD NM' ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 V BE RING SHANK GUNNAILS AT P'OC. TOP 0 BOTTOM EDGES d 8� IN HM GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2X4 02 SYP OUTLOOKER RAFTER W/ BLOCKING 0 16'0.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING 0 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END, ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE - 10d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING .'2" DECK SCREWS 0 6'S" O.C. MAX 0 EQGES & 12' O.C. Mm IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING / GENERAL NOTM. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331C33M. MAXIMUM AGGREGATE SIZE SHALL BE 319. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRWNED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBGR 2020, An EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3�1'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS PROWOE BAIL CONTINWUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLAGS-IXI-GROUND WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO, 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. SFAMS LAPPED 6INCHES AND SEALED MATH ADHESIVE TAPE. ELASTICITY=1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF ABORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK. 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 MERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE VATH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSKM FROM TWESE PLAN$• MINIMUM NAILING PER FBCR 2020, 781 EDITION. SEE 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 02, THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM Al W41AI 064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE W= TRIAM' THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-O' OC, EACH WAY. 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 SIGNEDAND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMEDAND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL E ASTM 15 15 T EA L B S M AB AB M GRADE 40 IN E DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A448/A448M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 80 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE FROM OI MSKM LOAM W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION' ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf ANO VERTICAL BARS SHALL LAP 6 X BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD -non-wncunent REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: N4 BAR - 25" 06 BAR - 36" WOOD TRUSSES. 10 psf BIM CHORD nonconcerrsnt #5 BAR - 3W #7 BAR - 42" TRUSS MANUFACTURER W PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 3W CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR D DEADLOAD DEAD LOAD FOR ADDITIONAL INFORMATION. , INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1980. psf TOP CHORD p51 TOP CHORD (7 psf wl ASPHALT SHINGLES) psf (7 (1 GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf STM CHORD 5 psf BTM CHORD 5 C THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: tOpsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 80 psf WALL' TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 PST WIND: DEAD LOAD SPEED MPH 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 SUSECONDC,RI (BBC R2020) EXPOSURE C, RISK CATEGORY IO 020) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON PLANS SHALL BE NOTIFIED TO THE AND DECKS' 4DW, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WI WITHOUT THE APPROVAL OF THE ENGINEER. FATHESE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SWILL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40pSf MASON"' PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM W TH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHIDPOMMNIGIMMEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY 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 STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CWINGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 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 Pm= 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WAND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING VIAND 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 DRAV41NGS (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 SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED Wf A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT, FOUNDATION WE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 318" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT OEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTEDAT THE LAP VERTICAL REBAR B X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL 8rrgLjCTLqM STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE CONCF&MSPECIFICATIONS 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 CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36/A36M, Fy = 36 kW FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM ASNA53M, GRADE B, TYPE E OR S, Fy = 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SEASON -GRADE 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETEFILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS COLUMNS AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MX PRIOR TO OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS VWTH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S'M-PRIOR TO THE ADDITION OF PlAS71Cl2ER. SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN-OFF-THE-NLR METHOD. CONCRETE SHALLCOMPLY WITHALL THE REQUIREMEIITSOF ACI 318 AND ASTM C9W94MOR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JSOLTS ARE TO BE STEEL. ETC. CONCRETE TICKETS SHALL BE TIME STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM MAEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MNUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBIUTY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR STALL BE AS FOLLOWS'. A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONSF B. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER 1-1/T FOR AND SMALLER 2•FOR#6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT. TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION Blg ttPE SPAdNO REMARKS APPIICSTION SRE 1PE PAdNO REMARKS 1r2PTFURRING1O GASENAR EDCOIL GARAGE DOOR- tM-- TAPCAN MA.901RT 11R"-D.. REND GST., MAEONRYICONC. NAIL, IIT LONG. �� TO-- NO WASHER FAS-R SQC 11/YEDOE DIST. 80D, AL. E%T. ODORS CASE HARCENEDCgt 0'OF W1ND.XWDOIXL FPSTENEO ARAGE-- 31B'rz. AAOR E%PANBON BOLT iPO.C(&e-) C"EMBED IENO PT, SEE NOTES TAW- INTO MA60NRYKO TO MABDNEVAXkIC 2C O,c01i" Al de - .NDOw BUCK CASE w,RDENED CaL a"olc IMNDowlpoow FASTENED METAL STRA^To CONTACT THIS ENGINEER FOR SPACIN sEEwTE6 STAGOE- NTOMA6awrICGND. MASorvar AcoNc. REQUIREMENTS EXT.SwNO DOIXV (2))Y1PCU. "TAPCON' 1PdC ,11YEMBEO, FEND NONdEAPoN3 WOOD 1!Y" E%PANSION T'EMBED. A"EW N0.0 eULX 2Z PT, eEE NOTES WA6MER FA6TNER qeT., I -EDGE- WALL TOOJNOSIAB WI WASHER BOLT -.S'EWEd6i. vT PT YANDOW BIIG(EE 0.130• PAF x ] 1/P' B" C.0 4" END DIST..114' TO STEFL COL.. SwI WASHER 6TAGO EWEdST. NO E S 11. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND/OR NOA 3. ALL FASCIA MATERIAL SHALL BE RAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE HAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAP TO THE SUBSTRATE. 4 N. RON/LLD REAGAN BL LONGWOOD, FL 32750 PH: 407.774 3078 FAX: 407-7744078 www.abdosigngroup.com AA @: 0003325 F 'I pp gGpy r$9 Q L�� pgF 66� J y SVHDIV. Aa LOT: ABBOTT PARK LOT# 31 BLK 7 PROJECT 04181.006-31071 moDEL• 4EWB "1499-FREEPORT" GARAGE 9MMO: RIGHT PAGE: DETAILS 1 HH EXP. C 7 1 8CALE: 1/4"=1'-0- 1 I YP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS S NZ © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX 7O STAPLES INSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS MAX. DETAIL A FASCIA 7O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS OSTAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL O HEM AND IN VALLEYS STAPLES INSTALLED @_i� 12" O.C. MAX (INTO Q (2)WOOD) IN J-CHANNEL SLOT } WOOD BATTEN 10 -STAPLES INSTALLED 70 THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. FFIT 10 EL 3D J' MAX.—ol ko- DETAIL D O STAPLESINSTALLED- J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT­-�" ® J-CHANNEL f, DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION SPAN 'L'—R—SPAN 'L' SEE DETAIL'A'--*' SEE DETAIL'F' — EAVE CROS"ECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD ftle (NOTEA) OFFIT SEE DETAIL'D' SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSS/JOI BY OTHER EMB. X2 WOOD BATTEN EL Q9 — DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHO 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO O STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN 10 O S NSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" 90 MAX O.C. STAPLES INSTALLED @ t 2" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) (DJ-CHANNEL-1" J" MAX: DETAIL C J-CHANNEL TRUSS/JOIST/RAFTER BY OTHER 2 1/4„ NSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" 0 MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 70 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. .__�� f •�sE•fFFii=fl'=i 3.519 EAVE WIDTH �•• 375 (ROOF �=:iti 4 3.625 3.625 375 JT:3 .66 OVERHANG) 5 \ .08 .03 12 "—CONCRETE; sv CMU OR WOOD—./�-%� (NOTEA) DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN 8LVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.00m AA k: 0003325 f z H W f O S I umrv. a )<02- ABBOTT PARK LOT# 31 BLK. 7 0418 000-31071 1[OD>oIs "1499-FREEPORT" aAnAGM awa4a: RIGHT rwa= SOFFIT DETAILS 160 MPH C —ApfAl 6 /1 4 •CAIM 1/4---fW am= SD1 I��g35 Uxke