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HomeMy WebLinkAbout7572 Sail Clover Ln99 99 0 0 1499FREEPORT e'ff HOMES ALL WORK SHALL COMPLY WITH PREVAIL! CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES 12602 TELECOM DRIVE, TAMPA, FL 33637 T®I= (813) 740-9720 Fax: (813) 740-9715 ` STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 1 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -ngM BgIDnn COIF. 7g 1111RON ( ) -•** *M•` �yA �A� ry�wyp -AM W�w�. IIIW WaIYu -OCCUPANCY - RESIDENTIAL GROUP R3 -CONSTRUCTION TYPE - VB -YIN. INTERIOR FINISH - CLASS B -BASIC WIND sPE® - Velt=lso MPH Vagd=124 MPH -EXPOSURE - c :I -STORY RESIDENCE - .2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND SPATE CODES ASV. ABOVE LAV. LAVATORY A/C AIR DJUSTA CONDITIONING MC LUMINOUS ADI. ADJUSTABLE MC MANUFACTURER I' AM ALTERNATE MFR. MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD. BOARD M.T. METALTHRESHOID CL CENTERLINE MID. MOUNT® CAB. CABINET MIL. METAL CLG CEILING N.TS. NOT TO SCALE CON CLEAR O.C. ON CENTER CPT CONCRETE E PL PUSH B PROPERTY CPT. CARPET P.B. PUSH BUTTON G.T. CERAMIC TILE PH. PHONE D. DRYER PLT. PLATE DBL. DOUBLE PLYWD. PLYWOOD D.O. DUAL GLAZED PR. .T PAIR DIA. DIAMETER P.7, PRESSURE TREATED DIM. DIMENSION R. RISER DISP. DISPOSAL RAD. RADIUS OF. DEEP R.A.G. RETURNAIRGRIL DR. DOOR REF. REFRIGERATOR D.S. DOWNSPOUT' RM. ROOM OIL. DETAIL R.O. ROUGH OPENING D.W. DISHWASHER S.C. OUCH ORE LNG EA. EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLE HUNG EQ. EQUAL SHT. SHEET EXH. EXHAUST SHTHG. SHEATHING EXT. EXTERIOR SHWR SHOWER F.O./FX. FIXED GLASS Sim SIMILAR F.G. FUEL GAS SL SLIDING FIN. FINISH SL GL SLIDING GLASS FLIT. FLOOR STD. STANDARD FLUOR. FLUORESCENT SWS SHEAR WALL FR. DSECTI FTG.R FOOTINGFRENCHR I TEMPEREDGLASS GA. GAUGE T.O. T DIS GAR. P. GARBAGE DISPOSAL T.O.C. TOPOPOF CURB GT I. GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE INTERRUPTER TO.S. TOP OF SLAB GL. GLASS TYP. TYPICAL GYP, BD, GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF NOR. HEADER W. WASHER HOT. OR HT HEIGHT W/ WITH INSUL INSULATION WD. WOOD W IN7. INTERIOR W/H WATER HEATER W.I. WROUGHT IRON DATE DESCRIPTION 06,7M ADM LED L&ITS.IOTC TEN 4IMTH1110" ARCHITECTURAL SHEET DESCRIPTION �/f(I�j ADDED A�CIO PATIO OPTION PG Cl-COVER SHEET PG GN- GENERAL NOTES PG Al —FLOOR PLAN PG A2A—ELEVATION "A" PG El —ELECTRICAL PLAN {! Cy��L PG PI -PLUMBING PLAN EV1/ ® U R ATE AUGO p �n PG Dl -DETAILS CITY C H (A �r ���f t� PG D2—DETAILS PLAN EXAMS Rt-�f�. � , PG D3—PRODUCT APPROVAL !��� PG WA1—WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA8—WALL ASSEMBLY DETAILS mVIB/IB ADDED STONE OPTION 5� OAB REVISED DOORS AT LOUDRY CLOSET FROM (2) 2'-0' TO (2) 2'-4' SIN/YA REVISED DOOR AT 0016 6 WALK-N CLOSET FROM 2'-S' TO 2'4' mu5v2m REPLACE LISP CONNECTORS UATN SmPeON CaarEcrORS D3AO/JO ADDEDOTR.RtIARALCLOCAnON o5AV10 ADDED LEDNOSTERSBATN SIIAOVlI IOI®FDCIPDATE WI ADDED SOFFIT DETAILS � STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 SQ.FP. CA 'S OSAM ADDED W FOOTER OPTION LIVE$ µW Sa FT GARAGE 389 Ga FT. TRY EN1-1 Sa FT. TOTAL 11" Sa. FT. DKIGPATIO w BCC, PT, STRUCTURAL SHEET # DESCRIPTION PG Sl—FOUNDATION PLAN PG S1.lA-DETAILS PG 31.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS PG S2.2A-SAFE LOAD TABLES PG S3-FRAMING PLAN PG S3.1A-DETAILS PG S3.1B-DETAILS PG SNl-DETAILS PG SDI -SOFFIT DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'9 IN WRITTEN/DRAWN FORMS IN A TWLY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE NSTRUCTION BASED ON THE DRAWING SET. d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup. m AA N: 0003325 M 4 A La atraDIV as !LOT: ABBOTT PARK LOT #5 BLK #14 PHASE 4C PMOJWT# 041 .04C-0 41 W[ODIIx.: 4EWB "1499-FREEPORT" GARAGE BVMCG: RIGHT PAGE: COVER SHEET %160 MPH EXP. C DA T' 10/28/21 arEaEET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 71h 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 R3012.1.2. 3. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER, 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 1. GARAGE DOOR A. ENG8EERED 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 R3025.1: 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 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13AB 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.25 GAGE (0.48 MM) SHEET STEEL V MN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R3026: THE GARAGE SHALL BE SEPARATED FROMTHE 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 GYPSUMBOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALLALSO BE PROTECTED BY NOT LESS THAN lA4NCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HERERSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/2 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM 01557-2012 E1. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) B. 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." TIER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) S. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. 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- THEENGINEEREDWOODASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4, NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6. WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUMAREA SHALL BE 8 FT . SQ. FtINIBNO 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 W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5 GPM EACH IN ACCORDANCE WITH THE FBCR TABLES 2903.1 & 2903.2. 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. EXTERIOR WALL COVEItlNOS 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 EXTERIOR FBININES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W 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-C 1063-19a & 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-C1063-19aAND R703.7. FIRE RESNRANTCONSIRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CELIM 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 SP ECIF CATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 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) 71h EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 09/08/21(CM) 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774 4078 www.abdesigngroup.com AA #: 0003325 w N 8 � 8 8unDIV. da LIN ABBOTT PARK LOT #5 BLK #14 PHASE 4C PROJECT# 04181.04C-05141 MODEL' 4EWB "1499-FREEPORT" GARAGE 8WtNG: RIGHT PAGE GENERAL NOTES %160 MPH EXP. C DA 10/28/21 ISICAI.E: 1/4"=1'-O" 8*fEET GN 3B' -0' I 1 0 0 i Q I i ® � i i KAI O I . r. o al11Sr�_.11!0 • oTo FLOOR PLAN SCALE. 1/4' . I'-m' EXTERIOR MASONRY SQ.FT. CALL. S WALL ERSL HEK.HTS LIVING 1496 Sa FT. ® GARACaE 385 8R FT. 81-0' BRG. ENTRY 11 6a FT. TOTAL ID00 SR FT. ex18 PATIO 80 Sa FT. COM'OMIT AID OI A M 1NO LOADR WAICUDaF01IIEFOR31EO01DOI R ae/ae Imm 201E 1111lNN1Dmo IaMllll NOTWE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING b 5 33/-43 OR MIN. CRITERIA S.GD. MIN. 41 5 3V-39 CRITERIA 16010 034.D. 112 5 28.2/-31.5 12'x12' SOFFIT 1 5 313/-49.9 BASIC WIND SPEED MPH - 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 12'-10" 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. CONIMILDAlbrim c V-4-� DCL. TOP PLATE 9 BAR DETAIL HDR. DTL. SCALE, i/2.1'-0. i'-0' NOTE, HEADER FINISH TO BE PER COt1MUNITY 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 EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOOR& NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngmup.mm AA M: 0003325 h 8 14 a to W f 0 I aUNDIV a. LOIN ABBOTT PARK LOT #5 BLK #14 PHASE #4C PROJECTa1 04181. 4C-05141 MODEL• 4EWB "1499—FREEPORT" GARAGE BWZNG: RIGHT PAGE: FLOOR PLAN 160 MPH EXP. C DA 10/28/21 OC,h=: 1/4"=1'-O" slimm Al _1 .1-16'-4' BLDG. HGT— 12'x24' PYFRON BRACKET OR EQUIVALENT 6" RAISED BLAND 4'-0' BF3i. HGT. 8'-0' BRG. HGT. _ I'-1 ,�DWI MEN ■ EEE - ---- -- --- --------------- U FRONT ELEVATION SCALE. 1/4 . 1'-0' TEXTURED FINISH I� 5 0'-0' FIN. FLR _ OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT REAR ELEVATION SCALE: 1/4 R I'-0" TEXTURED FINISH B'-0' BRG. HGT.o, 0'-0' BR's. HGT. '�I I II 0"09 �__—___—_—_—__-- —_— _—_—_—_—_—_—_ �0 m� R LEFT ELEVATION SCALE. 1/4 . 1'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 8'-0" BF;r- HGT. B'-m' BFXn. W.T. 4 I 4EL .D II 0'-0" FIN. FLR., I I 0'-0' FIN. FLR RIGHT ELEVATION SCALE. 1/4 . I'-0' TEXTURED FINISH ARM OFAi9R: : —sa R. NUVBn11ATVWARFARWM = S/9D5 ROMIREDVEAMLATMAREA 7oD/90 695 FNIINTION AREA XSM14C 5PER".(144 = %RA MAN. NRIRmVRI®Va9n1AMN .SX 991A w IFPOPORMN OFAi tl915 .IN. FFRRAE VEa111ATION ARA R15 SD_ IN. PFRYEai 4991 /LSS ALRWV915UQUMD 43 ALRDFVMRPRDViD® 5 •AREAOPATa SMPaRMIa MMGM L MOVERIWW FXIEAORDFWALLTOEXIERRIPDF WA NawD MN I'NV II I �0'-0' FIN. FLR 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32750 PH: 407.7745078 FAX: 407-7744078 www.a bdesigngloup.wm AA N: 0003325 C CK CK $ s � q C t. SU39DIV. ALOT ABBOTT PARK LOT #BLK # 14 PHASE PROJ=T# 0418 .04 —05 41 MDD3L• 4EWB "1499—FREEPOV' GAW.AGa sM N0. RIGHT PAGM- ELEVATIONS 11 AIR 160 MPH EXP. C Y. 1AA tN0 FAl 2A10/26 i ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -� WV OUTLET 20 AMP SINGLE POLE 1I0v OUTLET IIOV OUTLET V) SOUM1IT UR® TO ETCI GPI SW OUTLET SOUPED SUAlb Pam' NIESrTEN (TA•P!R RUWAR TT14) a@ OEW OUTLET r4) WM COMMEDTION On. WAIMPOlcor AROUND PAULT OUTLET NTORYM'/R �j S ITCH DUNTC 4 3•IUAY OPER �4 SWTCN 4-UWT OPER •_.ii �f WALL MOUNTED Lldw CEILING LIGHT © LED LTLG LI041T LED VAPOR © VP ■RaaF LONE O VP VM7R PROM Lion OIIEgSSm CAN eVENT. PAN I aM FM SOU R. UKJwrt MN uuL I Cm PER aA IPT. rsRPEc'S�TED SY D•ELB EASM ® L ARCIND ( SSEw AINdND r O' PLY. 4' FLUORESCENT R " R III nO 4 TRACK L" PANEL METER O R3D. YIOKE DETlCTON YM. YdC.11r NIL' !L®YE� w 1 WALL PIMNW YT1. 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SECURITY Kl"AD • Pa PUWEUTTON FOR CNTMM USB PORT • LOCATION OF TV JACKO N PHCIE OUTLETS N PAND TO BE NOW04M • NOYEOUNM PM-CONSTPWTION MEETING. • ALL 0 4 7o AMP BRANCH CIEGAT1 TO BEARC FAULT FROIE01® PER ELECTRICAL PROVISIONS OF EELS TTN Edtwu ttOtO) A NBC TNO)T SOPI mRldi • 70 AM DEDICATED LA MCMY CIRCUIT. • ON A ISLAND (NOT ON KITCMEN WE=) • DMN IA"It DROOMECT TO BE LOCKOUT N PANEL • BATNROCI 5XM UIST PAN TO HAVE MK CAPACITY OF Be QM INTERMITTENT PER ELECTRICAL PRovulli D OF SECTION no" PEOE TIM mRldq e-ml • LA1dMY ROOM 41D DIEEUfSIER RECEPTACLE SHALL in *ROUND MILT CIRaAT•NTERIIUF•IER PROTECTION PDR PEtlON1 & ON RNEDEM • UN VMM FETMOID SMALL M NON METALLIC CABLE PER ELECTRICAL PRONSIOO OF FECJ! TTY m (MOOD • ALL UIORK TO COFIry.Y MTN ELECTRIC.N. PRONNONS a TIE Feae ATM WJ R..=.o." ' err Awe, L _ �_ .,P� •�r� AND TEE a LIOMTEML MIN Y EiRGY OPICIEM iM FER Oift GREAT ROOM FIRE -WIRED CLG FAN \Ix -"�- --- — — —�L' /i' R OUTLET � FODW SlIN CA15INET IQTCHEN� CLG FAN,, L' EIDRMJ rom PRE -WIRED CLG FAN r-BATH" CLG r' 44' AFA'w � GAi¢FORE I — — — � . I IL __j WALL MOUNTED L*HT W/ SWITCH IN ATTIC •\ YAOLLYiI GFI IRRIGATION OUTLET • CLG. 48' AFF. OUTLET KEYLESS FIXTURE cirl \ `\ Y .ENTR---------------------- ELECTRICAL PLAN SCALE: 1/4' P I'-0' OPT. COACH LIGHT METER FIELD a.PY I I I LED LIGHTING ® SINGLE LAV. BATH M 150 AMP ELECTRICAL RISER V-3' V-3'\\ I I I I L I _ I LED LIGHTING ® SINGLE LAV. BATH ? PROVIDE 3?ro M TIN . MD CU IN Y CONDUIT OR 3 -4/0 AL, TWUJN . PS OU IN2' CONDUT OR 2/0 AL. &P-A (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERMAW) NOT TO SCALE. OQ'DNATION SERVICE tDo AMP 018CON ECT SUNTCM AND ROR40 VC GENERAL NOTES, M ELECTRIC METER N 114NAS! A AND MATERIALS D NDTALLATIONS SMALL NE U 311t ENCLOSURE PANEL COMPLY WITH E1.1110111111MAL PROVISIONS Q THE FECI['lTN EDItION [f 120). LOCAL CODES, AND ALL LOCAL POWER COMPANY PW.0 UREMC4T& ISDARP D. ALL CCNOUCTORS SMALL BE TYPE TFNN/n4N UNLSS E NOTED OTHEIIUSE. POWER C0PVA TRANSPON'ER GRADE PROVIDE 00 AMP, 130440 VOLT. I PHASE SECO►DAlF ELECTRICAL SERVICE. PROVIDE 3 q COPPER (CIU N 1•1/2" DIA SCMEDULE W PVC CCFDUIT OR PROVIDE 3 9AD ALIS1NU9 (AL) IN2" DIA OCFEDW.E 00 PVC CGIrWT UNLESS SERVICE IS PROVIDED BY TIE ELEOTRIC COMPANY. OOORDNATE MTH TIE ELECTRIC COMPANY PRIOR TO DID. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.Kom AA 5: 0003325 h RON 114 ho p�p spp � q sO v TLAMM M Ac O PARK OT #5 BLK #14 HASE #4C JETA 04 81.04C-05 41 MODELa 4EWB "1499-FREEPORT" GA1tA0E SWWG: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C TELEPHONE SERVICE I CABLE TELEVISION ENTRANCE EOUPq•IENT EQUIPMENT` LAI. D0FDD/3VOLTAGE COHIIECTIONS 1 -4 CU SERVICE GRAND CONNECTED TO D TM RA1.0/26/21 CONCRETE ENCASED POOMPt STEEL PER ELECTRICAL PROVISIONS OFF TIE SCALE: 1/4"=1'-0" EDITION (20dU 5/6" DIA X S PT LONG COPPER CLAD GROUND ROD alIEET E1 KITG-tEI SINK W/ AUTO v PLUMBING PLAN SCALE: 114 " I'-m' PLUMBING RISER TO MAIN .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003325 $ m gA 9 0 ti ABBOTT PARK LOT #5 BLK #14 PHASE #4C PROJWT# 4 8 . 4C-0 14 MODEL' 4EWB "1499-FREEPORT" GAMAOE OWtNo: RIGHT PAOffi: PLUMBING PLAN 160 MPH EXP. C X Dpmrr A 10/26/21 8CAIN. 1/4"=1'-0" 8HEET P1 2X4 TOP PLATE PER F R PRE-FAS TRIGS V2' CLCt BOARD V2' DRYWALL ---! TOF- SECURE BT. BTU: PLATE TO SLAB V Val MASONRY Or. NAIL • 32' OG. MAX FIN. FLR 06 IVV IG: 17IYV>7 IIV PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 1fD' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. (I)TYP. INT. WALL NON—BRG. D1 SCALE: 3/4'-1'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 908.1.1. ROOFSNEATHMG THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY I,-m. TYR OJ-I. 0,/S- GYPSUM B: OR V2' HKAH STRENGTH CLG. BOARD 5' DIA, SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- "5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2a PIPE THROUGH BOND BEAM 21 SCALE:3/4'-I'-C' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION ---R-4.1INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES �— SPECIFICATIONS i I r �REPERENCE STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' Or— v cm 1/2' GYP. ILL. BD. - WOOD BASE — 0'-0' FIN. FLR L — • e e a a. .'u n WJ WINDOW OPENING n FIBERGLASS SHINGLES WITH UMDERLAYMENT AS PER PBCR WS.U. ROOP SNEATWWs THICKNESS, AS PER SHEET 8141. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY :. 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH F ICR 2020 "ITH EDITION, SECTION R301.13 AND 16095.1. B TYP. WALL SECTION NO OPENING ATE: METHOD TO BE USED FOR THE 4 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF SCALE, y4 ,1.0 UNDERLAYMENT IN ACCORDANCE WITH FBCR W5.1.1.1 OF THE FBCR 2020 NTH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM 0406S TYPE III OR TYPE Iv UNDERLAYMENT. AND -A,1L RM loR NI LN i� 2B GAS LINE THRU BLACK seALA.: •.r.. FIBERGLASS 614MGLES WITH UNDERLAYMENT AS PER FBCR sJOBJ.I. ROOF SHEATHING THICKNE86 AS PER SHEET 8NLSECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS UEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS V2' THICK 2 COAT—J/ PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0- FIN PLR 6 cral V1' rwm i P.OAT - PORIL40 OClR PLAOTw AFFLJm DIRDOAY TD MAAO W W& i� i4i s �4.4.�.�.s1�.4.4... \►C�t s GARAGE DOOR JAMBS D1 SCALE:11/2'-I'-0' i-2X4 SPF 24' OG. MAX --, SECURE W/ (2)12d NAILS • EA END 2x EILOCKMG BETWEEN TRUSSES --PER STRUCTURAL DETAILS--• STIFFBACK AT ALL UPRrxW' PER STRUCTURAL DETAILS PRE-ENG WD.TRUSS CONT. 2x RAT RUN SECURED PER—�� STRUCTURAL DETAILS J/ SEE ENERGY CODE PORMS FOR INSULATION R-VALUES PER ELEVATION GYPSUM BOARD OR 1/2' HrsH STRENGTH CLG. BOARD R-4.1 MbULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Jx2 P.T. PURRING STRIPS s 24' O.C. 1/2, GYP. WL. BD. WOOD BASE FIBERGLASS 814MGLES WITH UNDERLAYMENT AS PER FEIGR 805.I1 ROOF BHEATHMG THICKNESS AS PER SWEET ON]. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNL SECURE PER FASTENER SCHEDULE ON 614EET SNI. PRE-ENG.GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS Ri0i 0'-0' FIN. FILM e — a .. a. .. ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ° ACCORDANCE WITH PBCR 2020 '1TH EDITION, SECTION R301.13 AND 160B.5.1. n W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF SCALE, 3/4'-r-C' UNDERLAYMENT IN ACCORDANCE WITH FBCR S05.1.1.1 OF THE FBCR 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE 11 OR ASTM 04865 TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdeslgngro up.com AA 8: 0003325 8 � � y � 3 Sinn V. da LOT: ABBOTT PARK LOT #5 BLK #14 PHASE 4C P1ROJMCTp 041 1.04C-05141 MODEL' 4EWB "1499— FREEPORT" GARAGE 8WDIRS: RIGHT 1 PACE: DETAILS (SHINGLE) 160 MPH EXP. C D TI- 10/26/21 8CALE: 1/4"=l'-0" sixEET D1 a TIM 2X6 P.T. • CENTER OF DOOR HEADER SECURED UV (1) V2' X S' J-DOLT UV W MN EMBEDMENT UY 2' X 2' X tW WASHER 4 NUT on UV (2) VY X 8' ANCHOR BOLTS UV 4' MN EMBEDMENT W/ 2' X 2' X W WASIER A NUTS NJ V4'�TAPCONS 1 112 EMBED, 8' 04- 4' END DIST. 1 V2' EDGE DIST. X 2' X V8' WASHER 4 NT. (U U4TMN 8' OF TOP, (U WTHN 8' OF THE BTM. ® (S) EVENLY SPACED. ALL ANCHORS SHALL BE N ACCORDANCE TO MANPACTUPOWS INSTALLATION INSTRUCTIONS "RE SUCH INSTRUCTIONS ARE MORE STRN($M GARAGE DOOR 1 BUCK ATTACHMENT 4ru6 VT.M-. 1'X4' 8' CM'IJ V2' DRYWN.L PT. NA coon 1.4 P.T. OR 6/4'X4' MN SECURE THRU FRAME 4 NOTE, SWIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +8/4" OR +5/4" TO -BLOCK +8/4" OR +5/4" n 1LIND01! 2X4, m SEWEU TO BLOCK UV S/W' TAIPCONG (MIN. SWANK SIZE JO MN M9 MEAD SIZE 0O MIN. EMBEDMENT 1 1/41) WTHN 8. OF EAC14 END 4 B' = MAX SPACNS. 2X6: IZEI SECURE TO BLOM WK2) 3/16' TAPCONS MN 6MA4c 612 .146 MN HEAD SIZE 3" MIN.EMBEDMENTI VW) 8' C WTMN WOF EACH END 4 W OC, MAX SPACING. V2' DRYWALL 2X8, cm❑ I'X4' SECURE TO BLOCK P.T. NAILER PC W92) SAW TAON6 DOOR CAGING (MN SHANK SIZE .145 MIN. HEAD SIZE 300 MN EMBEDMENT I V4') WTHN V OF EACH END 4 W OC. MAX DOOR JAMB OR WINDOW SPACM ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE: SWIM AS NEEDED TO PLUMB JAMS (00 NOT EXCEED 1/4') DOOR JAMB TO BLACK +l 1/2" r1RII VW TO BLOCK +1 /2" O 2X4, m NOTE: SWIM AS NEEDED TO PLUMB JAMS (00 NOT EXCEED 1/4') DOOR JAMB TO BLACK +l 1/2" r1RII VW TO BLOCK +1 /2" O 2X4, m SECURE TO BLOCK UV 3Ab' TAPCONS fMN SHANK 61ZE J45 MN HEAD SIZE 300 MN EMBEDMENT 1 1/49 WTHN S' OF EACH ED 4W=MAX SPACING. 2)(6, CM SECURE TO BLOCK WW2) S/16' TAPCON6 (MN SWANK SUE .145 MN HEAD SIZE 3" MN EMBEDMENT 1 V4') WTHN 8' OF EACH END O• Cm 4 S' OC. MAX SPACINS DRTWALL 2XM ❑ , 4' I.X SECURE TO BLOCK U112) S/W' TAIY"ON6 P.T. NAILER MN GNAW 812E J4S VW' O8IL X 4' MIN. MN MEAD ORE 300 MN EMBEDMENT I IA49 DOOR CA6143 WTHN 6' OF EACH END 4 W O.C. MAX SPADING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO I LMB JAMB (00 NOT EXCEED V4') DOOR JAMB TO BLACK +1 15/I8" �F K TO BLOCK +1 15/18" 2X4. m SECURE TO BLOCK UV !/W' TAPCON6 (MN SHANK SIZE .149 MIN. HEAD SIZE AM MN EMBEDMENT 1 V49 UMTMIN 8' OF EACH END 4 IS' 0C, MAX SPACING. NOTE, OTRU:TUItAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SEWED SECURE TO BLOCK 7WROU9114 NON-STRCTURAL UM7) 3A6' TAPCON6 3AV TAFCON M1. 1-114' (MN SWANK SIZE 14S EMBEDMENT INTO BLOCK MN. MEAD SIZE 300 MN EI"B@DMWT 1 1/4') WITHIN S• OF EACH END 8' Om 4 W OC. MAX OPAGING. V2' DRYWALL 2X8, ® 6ECJ N TO BLOCK IUK2) SK6' TAPCON6 P.T. NAILER (MN. SWANK SIZE J46 DOOR CASING MN HEAD SIZE 300 MN E'BEOMEM I V4') WTMN 8' OF EACH END 4 B' OZ. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER M41ILPACTUE6 DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED V4') DOOR JAMB TO BLACK +8 1/4" r1111N1>011 TO HLOCIC +E 1/4" Y 2X4. m SECURE TO BLOCK WAV TAPCONS (MN SHANK 612E J45 MN HEAD SIZE 300 MN EMSEDME4T 1 V4') WITHIN 8' OP EACH END 4 S' OC. MAX SPACING. 2X6, CIE SECURE TO BLOCK W'(2) SAW TAPCONS (MN. SHAW SIZE .145 MN HEAD OM 3" MN EMBEDMENT I VW) WITHIN W OF EACH END 8' CMU 4 W OC. MAX SPACNti 112' DRYUUALL iXh DOM ❑ SECURE TO BLOCK WW2) SAS' TAPOCNS P.T. NAILER MN SHANK SIZE 14S DOOR CASING MN HEAD SIZE 300 MN. EMBEDMENT 1 114') WTWIN 8' Q EACH END 4 W on MAx 6R4CRId.. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTURM DETAILS. NOTE, SHIM AS PEEVED TO PLUMS JAMS (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +8" K 2X4. m SECURE TO BLOCK UV 3/16' TAPCCN6 (MN. SWANK SIZE 346 MN HEAD SIZE JIM MN EMBEDMENT 1 V4') WTHHN O' OP BAC44 END 4 18' Or- MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6. I?R ON OUTSIDE 4 SEGUED SECURE TO BLOCK THROUGH NON-STRUCTURAL UV(2) SAW TAPOONS 3AW TAPCON MN 1-1/4' MN SWANK SIZE .145 EMBEDMENT INTO BLOCK MN MEAD SIZE 3" MN. EMBEDMENT I V49 WTHN 8' OF EACH END 8. Cm 4 B' Of MAX SPACING. 112' DRYWALL 2X86 ® ' I PX4' SECJJE TO BLOCK u P.T. NAILER W/(2) 3K6' TAPCON6 MN SHANK SIZE JO DOOR CASNG MN MEAD SIZE 300 MN EMBEDMENT 1 1/4') 2ND 2X SECURE TO OTRUCTURAL UNT14N 8- OP EACH INC) MEMBER WT2)1244 WTMN S' 4 W = MAX OF EACH END A 6' TO 8' OC. MAX DOOR JAMS OR WINDOW ATTACH TO 2X PER NOTE: SWIM AS NEEDED TO PLUMC MA"ACIUREB DETAILS. JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3" �*LLIRpf11I TA ptA(!Y 4A" 2XM m SECURE TO BLOCK W/ V4' TAI•DONS (MN. SWANK 612E 14D MN. HEAD SIZE JIM MN EMBEDMENT 1 V49 WITHIN 8' orEACH END 4 B' O.C. MAX SPACING. 2X6, 010 SECURE TO BLOCK WK2) VA' TAPO" MN SMAMK 812E A45 MN MEAD SIZE 3" MN. EMBEDMENT 1 1/41) WTHN W OF EACH END 4 S' OC. MAX 6PACNIi 2X8, mum SECURE TO BLOCK WW2) VW TAP(' -ONO MN OR" SIZE J45 MN. MEAD SIZE 3W MN EMBEDMENT 1 V4') WTHN 8' OF EACH EMD 4 B' OZ. MAX SPAC64G 6' cm ❑ 1/2' DRT'WALL 1'X4' P.T. NAILER 1/16' OAM X 4' MN i- DOOR GASNG DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUPAGT PMO DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 114') DOOR JAMB TO BLACK +S ?/18" @R A TO BLACK +9 7/18" 2X4, m SECURE TO BLOCK III/ 1/4' TAPCONS (MN SHAW SIZE J45 MIN. MEAD SIZE 300 MN EMBEDMENT 1 V41) WITHIN 8. OF EACH END 4 S' OC, MAX SPACINIi 2X6, = SECURE TO CLOCK WK2)VW TAPCONS(MN SHANK 612E J46 MN MEAD SIZE 300 MN EMBEDMENT 1 1/4') WTHN W OF EACH ETD 4 W OC. MAX SPACNIi 2X8, SECURE TO BLOCK WK2)V4' TAPCONb (MN OHANK SIZE J48 MN HEAD SIZE 300 MN EMBEDMENT 1 V4.) WITHIN W OF EACH END 4 W Or- MAX 61044440, NOTE. STRUCTURAL 2X MUST BE ON OUTSIDE 4 SEGUED THROUGH NON-STRUCTURAL 3/16' TAPCON MN 1-1/4' EMBEDMENT INTO BLOM LY 6' CMU IA' DRYWALL ❑ -4. P.T. NAILER I' P.T. X 4' MN DCOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MAMPACTU 0 DETAILS. NOTE. SWIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED V4'1 DOOR JAMB TO BLOCK +3 3/4" rT A TO BLOCK +8 3/4" n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com L AA S: 0003325 h t a O 7 iL j ■ubDiv. ac LOT ABBOTT PARK RAT #5 BLK #14 PHASE 4C PllOJECTAt 04181.04C-0514 MODEL' 4EWB "1499—FREEPORT" GARAOE 81►ONGt RIGHT PAGE: DETAILS 160 MPH EXP. j Dw' O" 10/26/21 SCAXX 1/4"=1'—O" LSHEET D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATIONDATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/Z023 13972.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/32/2021 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. CDMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 104S6,2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 139D4.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 22/23/2023 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 12/31/2023 16SO3.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFF17S 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MIWINDOWS&DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS 8, DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 1S353A MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 56784U CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 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 3Z/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 1Z/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 1Z/31/2021 20461.9 THERMA-TRU EXT. DOORS SWINGING single lite EXT. DOOR 2020 FBCR 12/31/2021 10759.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15226.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 10/4/2025 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 1Z/31/2023 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 1Z/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 PRIORTO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM 49 W W W.FLORIDABUILDING.ORG CONTROL DATE: 09/16/2021 4 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www,abdeslgngroup.com AA #: 0003325 sees cc cc LPi 1rr2 sp C F. 1 81A 01"r PA IK LOT #5 BLK #14 PHASE #4C P1tOJl1CT111 04 8 .04C-05 41 MODMIL. 4EWB "1499-FREEPORT" GARAGs BWMG: RIGHT PAG$: PRODUCT APPROVAL LISTING 160 MPH Ey. C 25 1 BCAXJC: 1/4"=1'-0" 1 D3 PREP4 I"D CONTROL JOINT'S FLAMBE OF CONTROL JOINTS Td ISE WINED TIED TO LATH a W OIC. MAX (VERTJ NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN P STUD EXISTS WYONO EXCEPT STAPLES IW W LEO MAY BE USED TO TEMP. SECT!! CONTROL JOINT OURN6 INSTALLATION —� FASTENERS TO BE SPAS—� • 1. OG. MAX VERTICALLY f j' THIOK S COAT CEMENT PLASTER W RS LAYER -2. FORTIFIER* BUILDNO PAPER APPROVED METAL LATH FASTENED -1' (VERTJ OZ. MAX AT SUPPORTS UM LAYER at STUCCO WRAP uPOD SHEATHING WEANElm LATH SMALL NO BE CCMt81NOU5 TFPRpISH JOINTO out SE STOPPED TIED AT EACH SIDE. CK PROVIDE 2X4 BLOING PER ASTM CID ! PLACED FLAT MAX W TO a' NOTE. \ PMM CONTROL WWEN / CONTROL TJON F� ON 8tTS1CTUIRAI. STUD L FASTENERS PON LATH TO of NAILS OR STAPLES IN Ca rLl4NCE uV ASTM CIiSD 2. WINE TIES TO ME (NO. E) 81041W WINE b. BLOCI NS M40M MAY BE N ADDITION/ TO WALL STUDS PW=IMD PER PLAN OL FOLD Nystp a PT. A ®Pq,D w OLFOLD—e PT.A T.O MAN - PL S a. eRtAE a lat. C OL FOLD NIMIb . PR. A L OSPA4I -1-r. - FOLD e AY ® L FOLD INI{-p a PT. A L gaAE a FT. ■ B. [IUA0 . FT. c {. POLO FT. c OAR FT. - T" PT. c TOUCWM NM 4 r 0 " ('N"eLAWN uwlna,IeMT MAL POLO.OQ tm CUT. COAT C IMEW fPRA174 VJ' 7 COAT OLT) buss, APPROAD BUILDINS WRAP MALL BE LAPPED A MNP%M OF •' • VERTICAL LAPS (ROLL ENDS) 4 •- • HORIZONTAL LAPS, ALL SEA/'S NEED4TAPE WTN FORTIOER ar nea L.X LATH VERTICAL LAP TO of P ' METAL LATH WIND LAYER -L STUCCO WRAP 6' M.i APlR A qAY / I WITS LATER 2, PORTPISER DUILDM PAPER I I o SCALE. I VY.I'• A ® KIC KO UT DETAIL as �� I4aIl7 oR OL .MINI Ia1 PLAr+ete a I ICIGIK- of FLA/RNS (INS i DITAIu ' 10IIs NNAl1 tatOTAur KA w AT BOTTOM OF ROOF d -ALL HTIIORC k" m Non, SIDE LAPS OP METAL PLASTER BASES SHALL an 116010:90 TO MAMAS MEI'ELM, THEY SHALL BE TIED MUM SUPPORTS WTN 8041E-N. (Ul•MT) WINE AT INTERVALS NOT MORE THAN S'(22S-MMA AS PER ASTM Ch"S. C ! COAT CEMENT :R LATH WRB LAYER -L STUCCO WRAP 6MEATMNS WOOD STIt SHEATHING STUCCO e PAPPR PPI • FOR REPAIR OF TEARS HORIZONTAL LATH MAYY ME N & PAPER DETAIL PLAYERS, MR M URRSta TAPE PER 4 6TX SPED on PEEL 4 STICK WOOD SHEATHING OR Cm WRIS LAYER 'I, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CM) METAL LATH (FRAME ONLY) LAP WINES t TAPE OVER ROOF/WALL SCREED z 5'X5' 'L' TYPE CONTINUOUS F Z (NAIL METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT m ROOF PER ELEVATIONS 5 "L" FLASHING N.T.S. CUT AND ovONE SIDE OFF SEV•ADNlRDMER NS MEMERAN! PLASHR45 CUT AND OVEIIAP ONE SIDE OF STEP 01 STEP "2 SEILLAGNIG ERNE MEMBRANE RiRAIE UM LAYER'L STUCCO WRAP am LAYER O, PORT IPE!" SUILPM PAPER MAL LATH 81t8' SELF-ADHERINS M ISPIANE PLASMNO OVER 41t4' SELF-ADHERNS MEMBRANE PLASHNS OVER APPROVED INSTALL FASTENERS (CLIPS, HIJIBE UARAP. STRAPS, STAPLES) AS PLA841N4, TO ErnNM ONTO PIPE ROMIRED TO SECIAE 4'R4' SELF-ADNERINS MEMORMIE PIPE) WIRE TO PRAMINS PLAaNNO OVER APPROVED HOUSE WRAP. !L' COAT. BEAD OP SEALANT INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER OWATWI 45 W AVOMERIC COATING OVER STUCCO) C.V. MNMH (SEE T P WALL SECTION) SECTION -eyn.li 'oTirrllo Exterior use of portland oemen pWOar shall comply with the appli-ad- requremane of ASTM C 928&18b. Installation of exterior Ell" and bamxg .hell comply with ASTM C 1063.19a, or ASTM 1787. 3rA PIPE PENETRATION DETAIL (FRAME) N.T.S. LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WR5 LAYER "2 (FORTIFIBER - - - - - - - - - 5UILDING PAPER) METAL LATH X—X—X—X STUCCO WOOD OR 71/lro' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R1031.1 / ASTM C-641-14a, MIN, 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.abdesigngroup.mm AA I: 0003328 4 c a A a I I 1—aaaa j BXMDIV. & LOTt ABBOTT PARK LOT #5 BLK #14 PHASE #4C PROJECT:F 04 81.04C-0 14 MODEL: 4EWB %499-FREEPORT" GARAGE DIMING: RIGHT PAGE: WALL ASSEMBLY DETAILS %160 MPH W. C oop 41 %, A A ae9V ACC n� 1 AR NO jai J PDATTE: 10/26/21 sCALE: 1/4"—f—O" SHEET WALL.I.I.0 INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, 61DE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE, L ISOTTOM. 2. SIDES, 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND •;.{': SIDES ONLY. SEALANT IS TO BE TOOLED 60 AS TO DEFLECT WATER AWAY PROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS 1 I APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, )4' CAULKING a JOINT I ALL AROUND I PER SECTION EKW11ol' WMna and OIaaSR11110 BACKER ROD I I Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 92rr18b. dX. 1 I'. k Installation of exterior lathing and training I I shall comply with ASTM C 1083-19a, 'x or ASTM 1787. WRB LAYER -1, STUCCO WRAP HOODED VENT 3' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2. FORTIFIBER BUILDING PAPER WOOD SFEATHMG DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER ...... - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR "I/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R-103.1.1 / ASTM C-84-1-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH &' SELF ADHESIVE OVER TOP 4 SIDES FLASHING WIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES F)B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MAN IF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.TA ELEC. METEF VERIFY LO AIC=Ah I t d rC=f_=I V= STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM "- —""' 7R 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 WOOD SHEATHING LAYER BTUCGO WRAP LAYER -2. FORTIFIBER BUILDING PAPER METAL LATH COVSTM=TICN f FNISH• WOODD FASTEN TO WOOD STRUCTURAL i MEMBER - T' O.C. MAx a' CHU 1 P excHDWALL 6' WIDE STRIP SELF AD6ESIVE FLA814MG, CLEAN MASONRY BEFORE APPLYING HORIZONTAL WEEP SCREED (FRAME TO BLOCK) S' HOUSEWRAP WRB LAYER h, BELOW STUCCO WRAP CUT SUCH THAT 9 APPLY 6® MIN SELF -ADHERING NO MEMBRANE _ GRADE 'D' FELT ® MEMBRANE FLASHING ENTERS BOX, OVER APPLY TO FACE SELF -ADHERING EDGE FLASHING OVER APROVED HOUSEWRAP UPS LAYER Cl, FORTIFIBER BUILDING PAPER STEP 1*3 STEP 1*4 APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS ELASTOf-ERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STET= 05 STEP No OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdeskgngroup.com AA 0: 0003325 N C m s. E 5 sumly as LoT: ABBOTT PARK LOT #5 BLK #14 PHASE #4C Pnoj=T# 041 1.04C-0514 Moaa4EWB "1499-FREEPORT" GARAOS aWWGt. RIGHT PALM: WALL ASSEMBLY DETAILS 160 MPH EXP. C 2 5/ DATM 10/28/21 13CALM 1/4"=1'-0" DIEM ' WA2 LEGEND DRAINACsE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDINCs PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/1(o" ZIP WALL SHEATHINCs SELF-ADHESIVE FLASHINCs — — — — — 1, 2 1/2' k CORNER BEAD (FASTENER < SPACING a -1' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD Ca? BLOCK 1441 N. RONALD REAGAN BWD. LONGWOOD, FL 32780 PH: 407-774.6078 FAX:407-774-4078 www.abdealgngroup.mm AA #: 0003.2. 0 mm aUIDDIV. as LOT: 14 ABBOTT PARK LOT #5 BLK #14 PHASE #4C PnOJWT/ 04181.04C-0514 MODSU 4EWB "1499-FREEPORT" GARAGE awn+o: RIGHT PADS: WALL ASSEMBLY DETAILS %160 MPH EXP. C 2 D � 10/26/21 aCALM 1/4"=1'-0" aiiSST WA3 kk CARE M BE TAKEN N KEEPING THE VENT PROPERLY C, S' AND JUL ALIGNED. VENT PIPE 16 SEALED I—. NAIL NPLACE SHCWN IN 4"GA IZED US ING 1.11C NAILS AT EACH CORNER. ROOFINGCEMENT S HOULD SE APPLIED TO All SH NGLE EDCES NE AR THE PaVARATRE CUT—TH—CCIPENECKVENTCPENNGNTHERCLF OUTER EDGE AND AROUND THE ENTRE PERIMETER AS RECOMMENDED IN SEVERE WEATHER COASTAL SHEATHING.SIMTHEOPENINGINACCORDANCEWITHTHE CONSTRUCTION ZONES. CHART SHOVVN N THE EVENT A MECHANICAL VENT FAN USED, SEE THE VENT CPENING IN ACCORDANCE Y,1 VENT FAN MANUFACTURES NPING CCNNECTIW INSTRUCTIONS. DO NOTCUT NTOTRUSSES OR RAFTERS VMEN CLRTNGTHE OPENING IN THE ROOF. �L RE^NE NTERFERNGSHNGLENALSARWNDTHE PERIMETER CIF THE OPENING SOTHATTHENAINGFLPNCE GF THE VENT LAYS FLAT TO THERI—SHEATHING. SLIDE THE TOP S3LGECVENT UPAND UNDER SHINGLETObVENT£TOAYW .THE THETOTHESHINGLES FFF ROOF HOOD SCALZ INTO VENT DETAIL OUT NOLN NIRAp AT 48' AISLE MODow 11, CUT N woude71APAP APPRDVED NOUGR~ OVER eNEATMNC OVER LID 8TU0 WALL � � I STEP 1 EXTEND I1FLASWIN MN 1' MULoeI SILL FLEXIBLE FLABNNC DO NOT SEAL SofT01•I FIN STEP 8 TNAORARS.T POLO -UP A me RICK FLAP LND At HEAD FOLD WousCW N AT JAFISS / SLOPE 84.1- R INSTALL S•— BELF-ADIERINNS KAMM OVER VINYL HEAD PLASNSIC FWRM I DAMIN NAILNC "LAM N EXTEND PELF-ADISPMIN MY04PLAGLIVC1•N earao JA O FLASMSIS .STALL VINYL c CAP ASPHALTPIASTICCEMENT MCLDED Md1ND BASE CF PIPE AND OVER FLANGE 1�P!6 �rmerlft7l ALIGN RAWIM6 PV INT. 0=9 OF DILL W. MECUANICALLY PASTM PANTED aDdm (CAP NALS. STAFLES) INSTALL DIlONT PLEBeAFAIP AS TN PLASMNC AT TINS POLO "DJIFAPPAr DOIW t TAPE OL400MAL CUT I ACAM HEAD OF WNDCW PLUMBING VENT DETAILS LP -PLY i• ww DU IF a64LM A'SS AN WFLY TO ENDOW NA LANCE N "Ri-RNTC IOLCS OR INSTALL S• WDE ADNSSIVE - BADKED WIXIME K A2NNC MAIERAL ov" DRIP CA' JOINT IPIKNECTO-LIRAS ST-2dML o Raw STEP 7 ``� STEP 8 WINDOW FLASHING INSTALLATION DETAILS O ( FULL WRAP) SCALE: NTS 36" WIDE VALLEYFLASHING SOX ON HEAVIER FELT UNDERIAYMENT ASPHALT ROOFING CEMENT AILLEYCENTERUNE O FASTNERS WRHN 6"O11ENTERUNE II RA FASTNERSN END OF SHNLYE MEND END SHN'tlE ATLEAST IT'BEYOLE • VALLEY CENTERLINE SSHINGLES TRIMMED2— FROMVALLEYCENTERLNE how L IT M, THE CONTACTORS RE8PONNIDILTY TO VERrT' ROOF VALLEY DETAIL 7�0HO cOMrATdILRYQ 41GIPRODUCTS MCI IIDNb MOLRESRAP, NALAH» N I. PIW=T& SCALE, R-ASNNC MATERIALS USED DURING CONSTRJCTION 2. INSTALL ALL MATERIALS PER MANIVACT 119ft URTTEN aPECrI,ATIaA W ft,88 eALAW& MAY REACT ADVERSELY P NOT bCLEM h2M AND SEAL JAMS! TO BILL JOINTS UATN DOW R" FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SHOWN SHALL ISE P IPLEMENTED AT ALL WNDOWS WITH EVIDENCE CF WATER INTT OICIN MELOW THE WINDOW OPENING SEAL INTERIOR PERIMETER OF WINDOW WTH SEALA1dT APPLY ON NNI la 101ALJ SEALANT I WNDOWmO'L JOINT. FLUID APPLIED PLASNSNNC (LAW-0 041TE-SEAL RC-N OR EliUA I 8LcrE SILL TO EX 2. PLASIAM AT EXTERIOR WNDMIM, AND DOOR OPENOW SMALL SE INSTALLED N ACCOImAICE WITII M ANIFACTUREWO INSTALLATION SIaTRUCTIONE AND A•FWDVED METHOD u CP Pm RIOSA U N ACCORDANCE WITNI PSNOTPUTION MAN/AGTURE" INSTALLATION AND M-48M b NSTRICTIONE UANNWOL SEALANTS MAY REACT ADVERSELY F NOT E C "AT8SLL WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE+ NTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77446078 FAX: 407-7744078 w .abdeaigngroupxom AA #: 0003325 pN pY 4 m sumxv. eC LOT: ABBOTT PARK LOT #5 BLK #14 PHASE 4C PAOM=T# 04181.04C-05141 acoaa4EWB "1499-FREEPORT" GARAIGZ simmo: RIGHT PAGZ: WALL ASSEMBLY DETAILS 160 MPH EXP. C 2 mm DM mT 10/28/21 OCALM 1/4"=1'-0'• elfEw WA5 I I II N 1" 1 \ I/a —2x6 SUB-BANb W/1'x4' NOTCH END, WRAPPED IN PEEL 4 STICK —DRIP EDGE �d\ I\ —1/8' TEXTURED I \\ FINISH +a WOOD I \ 1/2' TEXTURED \ FINISH ® CMU ( \ METAL FASCIA \ I V i WRAP 16' OM FR\\ ----------------------- STUCCO, I' FROM \ i WOOD WALL \\ EXTERIOR WALL \ (FRAME OR CMU) \\ `\ NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY ®ELEVATION ®PLAN A l/B' TEXTURED FINISH • WOOD. 14' TEXTURED FINISH • CMU METAL LATH METAL FASCIA WRAP WOOD SHEATHING ]J� OR am 1' ILRB LAYER 01, STUCCO WRAP (FRAME ONLY) WRB LAYER 02, FORTIFIBER BUILDING PAPER (PRAMC ONLY) 2XA SUBc+1 ROOFING CEMENT DRIP EDGE © FL AN 5 METAL KICK OUT —ROOF KICK OUT REMOVED \\ FOR CLARITY TROOF DECK (BEYOND) � +DRIP EDGE, I' OFF WALL `(NOT INTO STUCCO) i— I'I/8' TEXTURED FINISH m / WOOD, 1/2' TEXTURED FINISH a CMU ' ! 2x6 SUB -BAND W/1'x4' NOTCH is END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT im WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4'x4' -0' SCABBED TO TRUSS W/126 NAILS &'-8' O.C. MAX. 2x SUB -BAND W/%'x4' NOTCH * END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 1 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 iME 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 d 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 LUA4'x4' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT +a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7744078 FA%:407.774.4078 www.abdesW;Woup.aom AA #: 0003326 bl r�p 6 z o aTU DDIV. de LOT. ABBOTT PARK LOT #5 BLK #14 PHASE 4C Pnon=T# 04 8 .04C-05 41 IWDaLs 4EWB "1499-FREEPORT" owlEwoa a1 ra: RIGHT PALM: WALL ASSEMBLY DETAILS: SUB —BAND %160 MPH EXP. C 2 WTMNT ATM 10/28/21 aCAM 1/4"=1'-0" aliZaaT WA6 TE-1 31/2" b w I Hw- a0 4" 4" CONC. N CONC. iq SLAB TOP OF SLAB 3 SLAB I 1.1 O FM-12X18 --4----I XTEND it y-g" SLAB 1 112" II I 'i 1A 1 I I �I; 4" PVC CHASEI JJ L O V i 'V O Q 9 II LL I II II I N II 11 II N 21'-2" I I ii 1 to �, IT —31 ii mI ' 1.1 1 SLAB 0 g I I .I I I• 4 N I I a EXTEND I SLAB 1 1/2"_ TE 2 J • r _ _ _ _ I � h + 5 12" ' 5 T-4" N I -----� 1@ r� 4„ CONC. I W 0j SLAB m x i I� W I IN a 1.31% 'SLAB I EXTEND 1 12" m MCC-12X1881ALL� Ll 4 12" 41/2" 2 1A d•71/2" 1 1A 1 SIM. 1_ _ .1 FM-12X18 — _ _ •1 1.1 MC-12X18 — — — FM-12X18 — — FMC-12X78 — — FM•12X12 " Fj 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 --9-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION w0'-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. 8. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 12" 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 WINDOWIDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11. EINDICATES #5 BAR, BNDICATES #8 BAR, NOICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT, ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5= 30', #8=36%AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE S12E AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE 95'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 TIMS 402/602-16, USING: Fm - 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 T-O" O/C MAX. SEE PLAN FOR WIM SIZE, INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7Ih EDITION SLAB SCHEDULE SLAB THICKNESS I REINF. REMARKS 8x0 WlA4 WIA OVER GENERAL 3 1/2' a MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITYBARS IN EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 B" SEE PLAN 8" (1) # 's + 0'.0' FM-12x18 12, CONTINUOUS IS, 12)#5's (+)0'-0" FMC-12x18 17 CONTINUOUS IT 1 12)#5's #51N CURB VARIES TE-2 12" SEE PLAN 8" - O #5's _ (+)0'-0" FM-12x12 12, CONTINUOUS 12' 2 #5'1 •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosW*mup.com AA #: 0003325 N 0 44 Y � g munDIV. Ae LOT. ABBOTT PARK LOT #5 BLK #14 PHASE 4C PROJECT# 04181. 4C-05141 MODZ .: 4EWB "1499-FREEPORT" OARAOE 8WINO: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C A AI NO Dw� 10/26/21 SCALE: 1/4"=1'-0" eidEET s1 MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED i STEEL REINFORCING IN GROUTED — CELL SEE PLAN FOR SIZE AND -- SPACING REQUIREMENTS d� _ 52 CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS ; .�•• a ' 1 •�' : ..' r'_ GARAGE DOOR RECESS y 0y 8" CMU WALL b �, 8"CMU WALL {I A CORNER BARS, SAME SIZE AS LARGER BAR w w 4' I b I ; ;I. I . IN FOUNDATION WITH 30" LEG EACH q TOP OF SLAB + TOP OF SLAB a WAY AT ALL CHANGES IN DIRECTIONS (... al SO THAT THE STEEL REINF. IS CONTINUOUS 4' '•'a--'•"•-� ^• • . MATCH AMOUNT Of CONTINUOUS 8AR5 T I CUR F SEE LABS S SCHEDULE • 4 BAR SIZE 48 BAR DIA EXT. PORCH SLAB 4" CHAMFER (I -STORY) A W/ #3 18' •- •. - EXT. PORCH SLAB I SEE SLAB SCHEDULE TOP OF GARAGE 4" CHAMFER � I.I � I� •" w. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE �!/ b' MASONRRYY UNITS SET AT ELEV: 1/2" ISOLATION 8" CHAMFER (2-STORY) JOINT (WHERE � .•#4 24" W/ 1/2" ISOLATION .�� ,•�� (1STORY) 8"CHAMFER (2STORY) ..'� o'-a' APPLICABLE) SEE SCHEDULE #5 3a' JOINT (WHERE • • APPLICABLE) 4. SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING ! FOR MD, BAR SIZE h AND BAR gUANOfY #8 38' i Z FOR MD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST N AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO #7 42' EXTERIOR MONO -FOOTING MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 3/4"=1'-a' U�2�EXTERIOR SCALE:3/4'=1'-a' CORNER BARS DETAIL DOOR OPENING 1SCALE GARAGE 3 4 SCALE: 3/4"=1'-a' SCALE: 3l4"=1'-a' (1) #5 REBAR VERTICALLY W/ CONC. s POURED CELL 6" CMU LAP TOP PLATE A MIN. OF 48" gc COMMON IL NAIL W1 I-O.C. 3 5 #4 REBAR �24" 0 CENTER OF NAILS, -ROWS, 4" O/C BTM. VERIFY HEIGHT SLAB LAP TO OCCUR OVER STUD OF WALL W/ PLAN eQ a 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING x� I I NEW REINF. BAR SECURED W/2-PART WALL W/SYP No 2 STUDS SEE PLANS FOR SPACING. ATE SECURE ST. PLATE TO SLAB W/ 2" CAPPD yy I g EPDXY. MIN. EMBED PROM EDEL. TO BE PT. PROVIDE DBL. 70P WEDGE ANCHOR W/ Z' GALVANIZED PIPE d 8" UNO PLATE WASH 5/2T IN HIGH STRENGTH ALL F. FOLLy D EPDXY 5-1ER EMBED. MIN. 0 16 OC I• 1 CONC., REINF, W/ W/FLANGE ®BASE SPECIOW CATIONS FOR MAX. W s M 'T W" #10 V%NW ON x I USE AND BTM AND TOP PLATED . 6-MIL POLY ETHYLENE § M z 4„ PREPARATION OF ANCHORS W/ 10d x 1 10 COMMON NAILS FILL ALL - VAPOR BARRIER ON • 7' WELL -COMPACTED SECURE FLANGE TO HOLE. HOLES, DO NOT USE 10d rc CLEAN FILL TERMITE � 1 ;' TREATMENT SHALL BE SLAB W/(4)1/4"X21/4" m" ��� x 3' > SLAB SCHEDULE .a y' BORA-CARE TAPCONS 4 + - ,-0„ [SEE ' u D . R¢' TOP OF SLAB ... .. (2) CONT. #4 REBAR 4" CHAMFER (I -STORY) . 6" CHAMFER (2-STORY) 4 �.4 1Y 4 F 2) #5 REBAR ON CHAIRS 1— 12" MIN. DEPTH INTO z 2,000 PSF VIRGIN SOILOR 96% VIRGIN OR ENGINEERED SOIL fw COMPACTED SOIL Eq. Eq. SEE SCHEDULE SLAB HEIGHT LESS THAN 3'S" in PER PUN ADDING BAR TO FOR WxD, BAR SIZE AND BAR QUANTITY EXTERIOR MONO DEEP BOLLARD MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL C 5 7SCALE: 3/4"=1'-0" sfo_���� (W/ UPLIFT) LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON LAP TOP PLATE A MIN. OF 48' NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL WI PLAN SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING PLANS FOR SPACING. SINGLE WALL W/ SYP No 2 STUDS SEE i BTM, PLATE TO BE PT. PLANS FOR SPACING. SINGLE PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO BTM. PLATE TO BE PT. SECURE BT. PLATE TO 4/r SLAB W/10d MASONRY PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL u NAIL 12" O/C STAGGERED. 12" O/C STAGGERED. 4 a ADDITIONAL METAL ADDITIONAL METAL qy CONNECTORSNOT CONNECTORSNOT 8" CMU WALL REQUIRED WHEN NO REQUIRED WHEN NO UPLIFT IS PRESENT. UPLIFT IS PRESENT. i - 0' rc[SEESLAB SCHEDULE B TOP OF SLAB .I• SEE SLAB SCHEDULE SEE SLAB SCHEDULE TOP OF SLAB +- '-0"1 1 - ':.4 TOP OF SLAB '4• 2!"ISOLATED" COLUMN PAD ,_ tD CENTERED UNDER WALL AND • •�_� . , �_ - -�.--•� POURED MONOLITHICALLY WITH FOUNDATION AND SLAB 4. S • SEE SCHEd1LE SEE SCHEDULE /// FOR WAD, MR SIZE FOR W%D, BAR SIZE AND BAR QUANTITY EQ. EQ. SEE SCHEDULE AND BAR QUAMRY FOR W%D, BAR SIZE AND BAR QUANTITY COMBINED EXTERIOR MONO - INTERIOR FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL (NO UPLIFT) &220�����SCALE:34"=1'-0 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77443078 FAX: 407-774.4078 www.ebdwQMroup.com AA #: 0003325 h pp 9 p aysasv 89 LOT: ABBOTT PARK LOT #5 BLK #14 PHASE 4C PROJ=Tp 0418 . 4C-05 4 MODZ a 4EWB "1499-FREEPORT" GARAGE 8TIMO: RIGHT PAGE: DETAILS 160 MPH EXP. C pnDm DATM 10/26/21 wC,ft=: 1/4"=1'-0" snmw S1.1A DOWEL PLAN SCALE: 1/4" = 1'-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesoVoup.com AA #: 0003325 $ re A 9 a 0 BUDDIV. & IAT: ABBOTT PARK LOT #5 BLK #14 PHASE #4C Plton CT# 04 1.04C- 514 MOD14L: 4EWB "1499-FREEPORT" OA2tAOa HVIM:k RIGHT PAGE: DOWEL PLAN 160 MPH EXP. C 25 DATE". 10/28/21 SCALE: 1/4"=1'-0" 8*9m= s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/10'HOOK GROUTED BOND BEAM VARIES PER ELEV. a i 4'- c CLEAN OUT REQUIRED 45 FOR INSPECTION D I . 0'-0' FIN. FLR. % , TIE VERTICAL REBAR ..� S TO HORIZONTAL °.: REBAR W/10'HOOC �4— BAR SIZE 48 BAR DIA #3 1 18" n #4 24" #8 38' #7 42 HORIZONTAUVERTICAL REINFORCING STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS �U D1. 8" CMU WALL 4--'�:9-'^•' � I UN OF SLAtl ' � 4 TOP OF SLAB - SEE SLAB SCHEDULE EXT. PORCH SLAB BAR SIZE 48 BAR DIA q ¢ �d 4 EX 1/2" ISOLATION 4" CHAMFER (1STORY) JOINT (WHERE ^ # 6"CHAMFER (2STORV) 24 APPLICABLE) 2E ATCH STEEL 4 f REINFORCEMENT #5 30' 8" PVC CHASE >r PER SCHEDULE #e 38' 6" PVC CHASE T.R. FOOTING THRU FOOTING #7 42" MATCH STEEL BEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING SCALE: 3/4"=1' 0' CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-77"078 FAX: 407-774.4078 Ww Abdeslgngmup.com AA #: 0003325 i ti aiJaaIV t¢ L.OT ABBOTT PARK LOT #5 BLK #14 PHASE #4c PROJMT* 04 81.04C-05141 MODEL• 4EWB "1499-FREEPORT" GA1�ACiE mwmwG: RIGHT PAGE: DETAILS 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/(9)10dx 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WI (8)1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 //2" HOG NAILS, FILLALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED 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 REVIEWAND 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 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER C 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 INDICATES OPENING BELOW / T.O. B. = TOP OF BEAM / S.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 (psi) SIZE REINFORCEMENT STIRRUPS REMARKS BTW I TOP MID SIZE SPACING BBt MASONRY 3000 RA( 1)A5 N/A GROUTED SOLID 8F16-1T/0M/0B 8FIB-lT/OMAB BF16.1 T/OM/0B 7'-0" g _0• T-6" kp UNO, PROVIDE BSI WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-0", UNO. 411} LIFT BEAM PLAN SCALE: 1/4" = V-0" 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774.4078 www.abdesigngroup.mir AA N: 0003325 h r�r 6 F ABBOTT PARK LOT #5 BLK #14 PHASE #41C P1loJECT# 04 81.04C-05141 moaE:. 4EWB "1499-FREEPORT" 0A1tAGE 8MN0. RIGHT PAGE: LIFT BEAM PLAN AND NOTES %160 MPH EXP. C "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 6184M 1al t 1TM1B 1TA18 1V08 TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH �-1T 6na1T an0.1T MOT er26-IT 8i32-IT era18 lalrn ttn 1rn 1rn5 trn 0,2r d16.2r 62D-2T er24-2T e2e-27 ero2,2i 3' 8' PRECAST 1436 862 3114 4217 6321 6426 7531 3' 6' PRECAST 889 1024 3' 8" PRECAST 156E 35M 4304 5263 6132 7001 2466 6113 8386 7708 9031 10000 1689 3524 4384 6283 8192 loot 4'-0' PRECAST 1085 700 230E 3125 3946 4766 5697 V-0" PRECAST 514 763 4'40• PRECAST 1303 3090 3815 4570 6326 e079 1961 6113 7102 6624 7827 8761 1363 306D 3515 46M 6326 6079 4'4• PRECAST 819 633 1770 2400 3033 3006 43M 4'4" PRECAST 398 591 4W PRECAST 1207 2582 3V5 4043 4711 5379 1625 5743 7647 GM 6541 7506 1207 2707 3375 4043 4711 5379 9-4' PRECAST 931 1247 1999 2580 31n 3688 4249 5'�4" PRECAST 411 411 V-4" PRECAST 1016 law 2374 2944 3513 4064 1319 4460 7196 7342 5780 am 1016 2276 28W 33M 3061 40M 5-10• PRECAST 817 1024 1631 2000 2549 3009 3470 5'-10' PRECAST 340 339 6'-10' PRECAST m 140 1"1 2443 2015 3387 1161 3�3 5877 am am 5778 920 2080 2503 3107 35M 4133 8'-8• PRECAST 892 1139 3227 E31 3707 4383 5081 �� PRECAST 410 721 8'-8" PRECAST � 1201 Ism 19a6 2332 2700 1139 32V 4588 7054 10000 8625 835 teas 2329 279D 3251 3712 T6• PRECAST 570 938 2496 22D5 Me 3191 3065 714PRECAST 303 534 T-B• PRECAST 71e goo 1181 1402 1743 2026 998 2498 3408 4884 7087 e472 727 1824 2025 2428 2827 3228 ww PRECAST 428 $33 1593 22D4 2481 2B18 2e21 9'4" PRECAST 192 384 PRECAST 464 an 787 go 1129 1310 6E 1474 2206 3081 4000 4899 a72 1318 1643 1989 2164 2519 10'$' PRECAST 388 407 1247 1707 1904 Me 20� 10-8' PRECAST 151 301 10$" PRECAST 356 40 612 755 899 1042 00 1407 1897 2781 3222 3784 E4 1 1180 1472 1763 1710 19N 11'-IV PRECAST 330 544 1312 042 2252 2e88 300 111-4" PRECAST 132 417 111-4• PRECAST 430 400 an ess 777 872 544 1312 1742 2262 2888 3662 466 1042 1372 1843 1470 1710 12'40' PRECAST 308 507 1210 law 2048 2588 3791 Mr PRECAST 111 370 12'-T PRECAST 383 300 476 567 896 783 607 1210 1506 2D48 25M 3171 440 940 1300 1500 1314 1476 PRECAST 270 433 1046 1385 1732 2167 Me IT-C PRECAST 82 298 13'A• PRECAST 308 303 303 464 M US13'-4' 414 1045 1306 1732 2318 2905 306 780 1057 1312 toll 1203 IV-0" PRECAST 254 1272 Me 79ee — 14'4• PRECAST 71 293 14'-0" PRECAST no 978 1272 low 1950 2389 378 717 eel Ilex we 1133 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR 14'$' PRESTRESSED N.R. 283 14'-S' PRESTRESSED 230 422 506 828 746 m 450 1079 1429 1824 2277 2712 246 an B60 12V 1474 1715 15'4" PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 252 15'-4' PRESTRESSED 224 UT 464 574 084 m412 1014 1340 1703 2118 2513 230 616 908 1134 1353 1572 1T-4' PRESTRESSED N.R. NR NR NR NR NR NR 1T�' PRESTRESSED N.R. 183 1Tr1' PRESTRESSED 167 is? 320 366 461 687 B80 300 we 1121 1413 1739 2047 506 720 501 1135 1312 19'-4" PRESTRESSED N.R. NR NR NR NR NR NR 19�" PRESTRESSED N.R.ffI48194 PRESTRESSED 102 2ae 348 430 513 696 235 736 950 1200 1407 1716 tea 426 623 803 on 109E 21'�• PRESTRESSED N.R NR NR NR NR NR NR 21' 4• PRESTRESSED N.R.21'-4• PRESTRESSED 142 210 306 381 464 527 tea 608 03 1038 Me 1468 142 373 637 690 ale 943 22'-W PRESTRESSED N.R. 14R NR PRESTRESSED N.R.22'-0' PRESTRESSED 137 00 428 497 15 186 560 lea 76 9�' 20 1209 36 1881 137 358 368 513 at3 869 779 900 24'-0' PRESTRESSED N.R. NR NR NR NR NR NR 244r PRESTRESSED N.R. 91 244r PRESTRESSED 124 174 245 300 418 12B 45o e54 e24 rota 1147 124 319 455 1 661 887 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES' BY QUALITY 2018 EDITION, LOTT8 MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 41 OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 44 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-774�4078 W ww.sbd&s1gngroup.wm AA 11: 0003325 Yt : c F. 0 W suvwxv. & LOT: ABBOTT PARK LOT #5 BLK #14 PHASE 4C 1pRojwTdf 041 4C-05141 MODEL• 4EWB "1499—FREEPORT" GAllAOa 4s11►ILtiG: RIGHT PAGE: SAFE LOAD TABLES %160 MPH EXP. C 25 D Tm 10/26/21 DCALF: 1/4"=1'-0" 82921M s2.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W (9)10d x 110 HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x i 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METALCONNECTORS 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 (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN VNLL 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 P8S38, .177" " x 2 7/8" LONG, WITH WASHER (M16" 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 V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF ZSW 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 TOA STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 'A FRAMING PLAN SCALE: 1/4" = V-0" /I I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdeeigngroup.eom AA M: 0003325 r Go i iLi BUBDIv at LOT: ABBOTT PARK LOT #5 BLK #14 PHASE #4C P+ROJi cT# 4 .04C-05141 MODZU 4EWB "1499-FREEPORT" GAR40M Bnr><Nat RIGHT AAOZ: FRAMING PLAN %160 MPH E C 2 Dw� 10/28/21 BCA=: 1/4"=1'-0" Bmzw s3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH OD (0) tOd x 1 ?" NAILS TO TRUSS PLYWO SHEATHING, SEE "ROOF/WALL/FLCOR # 1100 UPLIFT SIMPSON B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH HTSM20 W/tO 10d TO SHEATHING (12) 16d x 1 }'NAILS TO TRUSS FASTENER SCHEDULE" TRUSS AND (4)1/4" x 2 1/4" OBL 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 SYP ", (16) , 0d x 3 }' NAILS TO GIRDER AND BE ADD 8", 8" x 4'•0" MAY BE ADDED # 1000 UPLIFT (2) SIMPSONON (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3' HTSM20 INSTALLED ON PRE-ENG TRUSS WITH (12) 16d x 3 �' NAILS TO GIRDER O/C TO FACILITATE ONE OPPOSITE FACES OF 1441 N. RONALD REAGAN BLVD. ADDITIONAL PLY MAX TO BLOCK WALL W110 10d TO LONGWOOD, FL 32750 1x2 2x WOW FASCIA ACCOMMODATE TRUSS TRUSS AND (4) 1/4" x 2 1/4" 2ANCHORS TO CONTINUOUS BOND BEAM TITENSEE PH: 407-7748078 FAX: 407-774.4078 ARCHITECTURAL ANCHOR REQUIREMENTS. COOT CONT POURED LINTEL 2x SECURED W/(3)18d WWW.abdosigngroup.com GALV. COMMON NAILS. ENGINEERED WOW AA 8: 0003325 l x2 SECURED W910d TRUSSES 0 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, L770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 2" COVER & 7 APART 1a 1b TYPICAL TRUSS/ 1c SCALE:34"=,•-tl, GIRDER CONNECTOR(S) REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 314'=V-0' mga p66 :I 3� PRE-ENG GABLE TRUSS eo 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX 6-0" MAX (Nl1X4) OR T MAXPOV) (2) 2X4 No.2 SYP DIAL 2z4 BLOCKING BETWEEN W BRACE W/ (3) 12d EA TRUSSES "ERE TRUSS(DIAG. BRACE TO X-BRACING IS PRESENT AT 2X4 DIAGONAL BTM. CHORD COVER 5 TRUSSES) 4--a-0(AT SHEATHING 1x4 DIAGONAL BRACING. SEE PLAN FOR .C. SEAMS) BTM. CHORD LOCATION FOR STRAPPING 0'-0'T030'-0"(1)"X"BRACE 30'-1" TO 60'-0 (3) "X' BRACE BRACING, SEE PLAN FOR LOCATION SECURE 2.6 PT. PLATE TO BLK _ VERIFY W/ TRUSS PLAN (1) "X" BRACE @ CENTER SECURE 2x PT. PLATE TO BLK W/ 12" DIA 52 a MAY NOT BE W/ 12" DIA. ANCHOR BOLT W/ 7(2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT WN 7 y REQUIRED WASHER SET IN HIGH FROM CENTER TO END. WASHER SET IN HIGH STRENGTH EPDXY U' MIN. 2x WOOD FASCIA, STRENGTH EPDXY 6" EMBED. AT 32" OC MAX SEE ARCHITECTURAL MIN. EMBED. AT 37' W BTM. CHORD OF SECURE GABLE TO 2X8 P.T. MAX. WOOD ROOF TRUSSES PLATE W/ 121's 8" O.C. MAX RE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T, PLATE W/12d%r CONC. POURED STIFFBACK (AS PER O.C. MAX LINTEL COURSE TRUSS ENG) CONT. 2x4 SECURED W/ (2) 10d's a EACH TRUSS TO BE INSTALLED a 10'-&" O.C. MAX. 1x4 BTM. CHORD BRACING&-0' OC END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF CONT, 2X4 SECURED W/ (2)10d's @ EACH 10'-0" O/C MAXSECURED W// (2)10d DEPICTED SEE PLAN TRUSS TO BE INSTALLED 0 la-0' O.C. MAX SEE SCHEDULE FOR COMMON NAILS AT EACH CHORD �+ BOND BEAM RED. INTERSECTION TYP BTM. CHORD BRACING GABLE END BRACING W/PRE-ENG 6 SCALE 34"="° GABLE TRUSS @ CMU WALL 4 SCALE: 3/4"=V-01' BLOCK WALL W/ GABLE END ` PRE-ENG'D TRUSS SCALE:34""`" NOTCH DEPTH 114•D ID QLE EDGE>5/6' OLE DIAMETER THE USE OF ALTERNATE MATERIALS MAY BE aysnie. a LATs ABBOTT PARK LOT #5 BLK #14 PHASE #4C PROJECT# 4 8 .04C— 514 MOIDZZ.: 4EWB "1499—FREEPORT" GARA N BVnNG. RIGHT PARSE: DETAILS USED SO LONG AS THEY CONFORM TO THE 160 MPH EXP. C < 2/5•D SGL. STUD OUTER FOLLOWING SPAN ONLYNLY HOLE EDGE>5/e" 1, METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS _ A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fi AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED,CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND Lu ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TOWIND AND REQUIRE 01 THE CONNECTIONS INDICATED, A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON HI OA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F,, AND F2 BTM, HOLE DIAMETER FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE PLATE < 3/5•D OBL. STUD SUBJECT TO Fi AND F2 FORCES. DATTE: STUD NOTCHING SCALE: 1/4"=1'-0" AND BORING LIMITS almcw o SCALE:, 1rr-1'-6' ALTERNATE MATERIALS 11 BDALE:34'"=,'-tl' S 3.1 A 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12tl EA 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0' TO 30'-0" (1) W' BRACE 30'-1" TO 80'-0 (3) "X' BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE ® CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACKATALL 2x SUB - FROM CENTER TO END. UPRIGHTS OVER 4'-10' HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOFtWALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. CONNECTION PER 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3) 16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" C/C, 1%2 SECURED W/ 10d SUBMIT SHOP DRAWNGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 17' O/C AND APPROVAL SECURED W/ (2)12d's Q MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE:3/4"-1'-°" PRE-ENGINEERED 2 VALLEY TRUSS CONNECTION SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com L AA #: 0003325 J 8 � a -3 BUDDIV. & LOT: ABBOTT PARK 1AT #5 BLK #14 PHASE #4C PRO"=T# 04181.04C-05141 MODEL: 4EWB "1499-FREEPOW GAI,AGE BWING: RIGHT PAGE: DETAILS %160 MPH EXP. C w IRXAAA NO 9 r PRMT I DATM 10/26/21 BCALE: 1/4"=1'-0" BiIEET S3.1B r GMLE-CND I --" ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 53.20 PSF (63.20) ZONE 3 = 6120 PSF (71.20) ZONE 2e = 61.20 PSF (71.20) ZONE 3e = 70AO PSF (80.80) ZONE 2n = 70.80 PSF (80.60) ZONE 3r = $3.80 PSF (93.80) ZONE 2r = 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: 4 0.18 ROOF DAPIIRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING EXP 1 (40120), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (40720).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 1 Od RING SHANK GUN NAILSM4"O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/IN 4'OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH DA. TENSILE STIR. SHANK ASTM 10d RING SHANK 2 1/2' 0.131 F1667 SCREW SHANK 170,000 RING (16-20 RINGS RSRS-03 Btl RING SHANK 2 3/B" 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 8tl RING SHANK, PNEUMATIC 2 3/8' 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/2" CDX OR 7116" 0_S.8. PLY WITH ed RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8tl RING SHANK GUN NAILS 4" OC. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 8' OC. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ROOF SHEAT M ATTACHWENT SPACING ZONE 1: 10d NAILS G 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r 10d NAILS a 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r 10d 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 Bd RING SHANK GUN NABS ®4'QC. TOP 6 BOTTCMmGE3 TYP. EXT. SHEATHING ATTACHMENT RAFTER OR TRUSS ROOF SHEATHING z so m U BUILDING LENGTH U ROOF SHEATHING LAYOUT. AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END &(1) ADUL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W BLOCKING 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.C. FIRST 413AYS W (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE a B 10d RING SHANK GUN NAILS - �� SEE"ROOF SHEATHING ATTACHMENT" o TABLE FOR FIELD SPACING \ ° TYP. EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF SHEATHING #8 2" DECK SCREWS @ 6-A" O.C. MAX Q EDGES & 12" O.C. MAX IN FIELD. UNTHREADED 0 o SHANK TO EXTEND BEYOND THICKNESS OF N ro SUB -FLOOR SHEATHING 6 TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL, NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331C33M. MAXIMUM AGGREGATE SIZE SWY.L BE 314'. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETEOPDS®TO EI1R111ORNEATF6R 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: FBO-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CH4MFERE0314' . ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 316-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO, 2 OR BETTER. Fb = 11GO PSI ANDA MODULUS OF FOR STRUCTURAL CONCRETE, TMS 4021602.16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 644IL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE SlA850NGROl1NDY4BEINDICATm ON ELASTICITY - 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 ANDAISC SPECIFICATIONS DRAWNGS. SEAMS LAPPED 6INCHES AND SEALED NTH ADHEENE TAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATEDTO RETENTION LEVELS OF 0,25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDEDTO BE TYPICAL AND FORM -WORK CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -NARK, SHORING, AND BRAG NG FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST WI DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,'RECOMMENDED PRACTICE FOR CONCRETE FORMAAORK. CONTAINS MORE THAN %* OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020. 7th 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 STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS, SYP #2, THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE4)OWNS. WELDED WIRE MESH, SHALL BE ASTM Al 064/A1064M, GRADE 85 AND BE PLACED IN ACCORDANCE MATH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWA 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 FASTEMNGS' 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 DRAW NGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF. LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 pel TOP CHORD no oncurlent 10 pef BTM CHORD -non -concurrent DEAD LOAD DEAD LOAD 18 pof TOP CHORD 20 pBf TOP CHORD (7 pBl W/ ASPHALT SHINGLES) (10 psf/ No GYPCRETE) 10 pef BTM CHORD 5 PST BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: IOpsf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf WINO, DEAD LOAD SPEED =160 MPH 3-SECOND GUST (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY II) LIVE LOADS: UNINHABITABLE ATTIC WTHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20pef, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD INFILL COMPONENTS: 50psf, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: 40Psf SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WTH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CONTRACT DOCUMENTS) ARE PROHIBITED WTHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FORAN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. REINFORCING STEEL: REBAR SHALL BE ASTM A615AS15M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED INACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS ANDSPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS REVIEW TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36' #5 BAR - 30" #7 BAR - 42' PROVIDE 36"x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WTH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER. MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM CbO, GRADE I'm - 2000 PSI, BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3181, COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR' S" MORTAR SHALL BE USED EXCLUSIVELY ON THS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUJRI NED UNDER ASTM C-270, HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 36 ksi FOR ANGLES, PLATES, AND WSHAPES, STRUCTURAL TUBING SHALL BE ASTM 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLABGNGRADE A500/A500M, GRADE B, Fy = 46 kw. STRUCTURAL PIPE SHALL BE ASTM A53IA53M, GRADE B, TYPE E OR S, Fy = 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SUB 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS WTH HISTORICAL STRENGTH DATA FOR EACH SEPAR4TEMIX PPoORTO ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F312W3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETEPLACEMENT. CONCRETE BLIMP SHILL NOT EXCEED S'+/-R80R TO THE ADDITION OF PLASTICIZER SHALL BE TIGHTENED IN ACCORDANCE W TH THE TURNOFF-THE44JT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM CM94M OR MEASUPoNO, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J -BOLTS ARE TO BE STEEL. ETC. CONCRETE TICKETS SHALL BE TIMESTAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOYED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINIAL POSITION SHALL NOT EXCEED 90 MINUTES IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNITEB THE CONCRETE SHALL NOT BE PLACED, R SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WTH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOU!"TIONS) B FOR CONCRETE EXPOSED TO EARTH ANDfORIMEAT)ER 1.1/2'FOR NS AND SMALLER Y FOR 06 AND LARC>ER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS WALLS AND JOISTS 1.1W FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES STIRRUPS CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036'AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION' COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSUASCE 7 88: 1990. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSESOIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF & FLOOR LAYOUTS PROVIDED ONTHESE PLANS ARE TO BE USEDAS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIEDTO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DPAW TUGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7.16 COMPONENT AND CLADDING W NO LOAD PRESSURES, THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIGIIIXJ BILE ttFE SPAQIJG REMARKS APPUGTON 81. 1.SPACING RE- I#PT WRRING TOROE MASONMICONC. CAS- CDL NAIL I - LONG. BQC OMAGEDOOR B.x% TO MAmMYINNC. 1N- NOWASHBR TAPCON MABJKHY FASTENER BQC Ii(1'EMBED.. 4'Ex)DIST., IID"EDGEDIT BCD, K. IXT. DOORS ME.RDENED COIL GNNL112'LCNG. B'OIC WINDOWIOOORIFA ED MADE DOOR BUCK BD pA DR 18'O,C(3R"DW EMBED.. 4-EI'DDST., 1. PT, BEEEe NDI STAGOEtm IMOIM90M4YICONC. TO MABOMT/NNC. wIWABNFA EXPANB1T 0NBOL ]4"01C(1YY DW 3'EDGEpST. ODW e1CK roI GAGE EDCOIL B"OC WINDON9000RIFASfENm METAL 8-TO CONTACT THIS ENGINEER FOR SPACING PPTI, SEEroTEB Nall lrr LONG. BTAGGfam I- MASGNRTICONO REQUIREMENTS EXi.&NNG DOOR (1)9HBW 'TAPCbl4 IB dC IIR-EMBm B'FDND BUCKfK Pi, 9FENOTEB NO WASHHA FASTNEt DIET.,I l? EDI Rx PrWMOOW BJCK 8.138°PAFK]1,B' a°O,C 4"END. DIST.,1 PT TO STEEL ODL., SEE WIWAa1ER STAGGERED EDGE DIsi. NOTES I LES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND /OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI XZF 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. WlNDOW 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. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. i 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 W W W.abdeiigngroup.eom AA #: 0003325 E � E 1 BUDDIV. So LOT: ABBOTT PARK LOT #5 BLK #14 PHASE #4C P1toj=Tp 04181.04C-0 141 MODE4EWB "1499-FREEPORT" GAPACE 9WDM: RIGHT PACE: DETAILS 160 MPH EXP. C 01 © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX O STAPLES INSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIAS "-J-CHA } 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 STAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL O HEM AND IN VALLEYS 1 STAPLES INSTALLED @ 12" O.C. MAX (INTO Q 7DWOOD) IN J-CHANNEL SLOT WOOD BATTEN 10 STAPLES INSTALLED 7D 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. u J" MAX.—oI I'o-- DETAIL D O STAPLES INSTALLED J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT- 0 k' n r1 r'T A 11 r' J-VI IY�IYIVLL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSS/JOIST/RAFTER / BY OTHER EMB. WOOD BATTEN OFFIT 1D -CHANNEL(Z) DETAIL B }" MAX. J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSSMOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO 70 STAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O 11 1X2 WOOD BATTEN r2X2 WOOD BATTEN 10 / O SOI NSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" 90 MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO (D WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) SPAN 'L' SPAN 'L VE WIDTH EAVE WIDTH OOF (ROOF ERHANG) OVERHANG) I CONCRETE; CMU OR WOOD (NOTE:1) OFFIT CMU OR WOOD SOFFR SEE DETAIL'A' SEE DETAIL'E SEE DETAIL'D' SEE DETAIL'E' (NOTE:1) EAVE CROSSSECTION EAVE CROSS-SECTION SINGLE SPAN M-CHANNEL SINGLE SPAN M-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END 30 J-CHANNEL- 8' r1CTA 11 ^ J-V11/-�171\LL TRUSS/JOIST/RAFTER BY OTHER 2-1/4" NSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" gO MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO (D 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. r ::feii5iif=ezffffr_• ..:;_ur' 13.519 -•=t+?drif=r'iFie.="" •Fffrrr' 375 375 4 3.625 3.62566— 5 0.03 83 12 1 DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 ww .abdaalgng oup.wm AA #: 0003325 m o $ Q 4 F amwzv. a LOT: ABBOTT PARK LOT #5 BLK #14 PHASE 4C PROJMCTO 4 1.04C-0 141 MODZU 4EWB "1499—FREEPORT" GARAGE EWDM: RIGHT PAGE: SOFFIT DETAILS %160 MPH E . C ol D TE 10/26/21 aCALE: 1/4"=1'-O" aIiEET sD1