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HomeMy WebLinkAbout7535 Sail Clover Lnti STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: y DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 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 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 TIP BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FO INFORMATION) TO THE ARCHITECT OR ENGINEER FOIL CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN' RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAILS NO RESPONSU3ILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE 99 2605 -4EHB -HAYDEN 99 12602 TELECOM C>RIVE, TAMPA, F1 33637 DESIGN CRITERIA: - FI R�II>l1A1, EDI Bt �• -ALL LOCAL AND SPATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -M1N. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=160 MPH Vasd=124 MPH -EXPOSURE - C -I-STORY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES sq.". cA 's IST FLIT LIVINa U04 SQ FT. 2ND FLR LIVING I"I SQ FT. TOTAL LIVING 2,606 Iba FT. GARAGE 431 Sa FT. PORCH ELEVATION III Sa FT. TOTAL ELEVATION N' 3J53 Sa PT. S'xW PATIO BO $a FT. ALL WORK SHALL COMPLY WITH F CODES FLORIDA SUII,DING CODE, NATIONAL ELECTRIC CODE, AND THE CIT'T' OF ZEPHYRHILLS ORDINANCEq EW DATE AUG OF ZEPHyRHIL g EXAMINER Tal: (813) 740-9720 Fax: (813) 740-9715 ABBREVIATIONS ABV. ABOVE LAV. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS ADJ. ADJUSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE MFR. MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD. BOARD M.T. METAL THRESHED CL CENTERLINE MTD. MOUNTED CAB. CABINET MTL METAL CLO. CEILING N.T.S. NOT TO SCALE CLR. CLEAR O.C. ON CENTER CONC. CONCRETE PL PROPERTYLINE CPT. CARPET P.B. PUSHBUTTON C.T. CERAMIC THE PH. PHONE D. DRYER PLT, PLATE DEL. DOUBLE PLYWD. PLYWOOD D.G. DUAL GLAZED PR. PAIR DIA. DIAMETER P.T. PRESSURE TREATED DIM. DIMENSION R. RISER DISP. DISPOSAL BAD, RADIUS DP. DEEP R.A.G. RETURN AIR GRILL DR. DOOR REF. REFRIGERATOR D.S. DOWNSPOUT LEM, ROOM DTL. DETAIL R.O. ROUGH OPENING D.W. DISHWASHER S.C. SOLIDCOREEXTDR EA. EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLE HUNG EQ. EQUAL SHY. SHEET EXH. EXHAUST SHTHG. SHEATHING EXT. EXTERIOR SHWR. SHOWER F G1FX. FIXEDGLASS Sim SIMILAR F.G. FUEL GAS SL. SLIDING FIN. FINISH SL. GL SLIDING G[ASS FIR. FLOOR STD. STANDARD FLUOR. FLUORESCENT SWS SHEAR WALL FR. DR, FRENCHDOOR SECTION FTG. FOOTING TEMP. TEMPEREDGIASS GA, GAUGE THK. THICK GAR. DISP. GARBAGE DISPOSAL. T.O.C. TOP OF CURB G.F.I. GROUND.FAULT CIRCUIT T.O.P. TOP OF PLATE INTERRUPTER T.O.S. TOP OF SLAB GL. GLASS EYE. TYPICAL GYPSUM BOARD U.N.O. UNLESS NOTED wBD. HOSEBB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF HDR. HEADER W. WASHER HOT. OR HT HEIGHT W/ WITH INSUL. INSULATION WD. WOOD ENT. INTERIOR WDW. WINDOW W/H WATER HEATER W.I. WROUGHTIRON REVISIONS DESCRIPTION 2-STORY CM CONVERSION BID SET ISSUED ADDED ELEV.'J' 4 IC WITH SIDING PER MAW DID SET RE -ISSUED FOOTING REVISIONS PER M. BOUES ]-JOISTS WCOR PORATED INTO MASTER PLAN CONSTRUCTION DOCUMENTS RE -ISSUED I OMAS I DETAIL- 'ADDNfs BAR TO BOND BEAM' ADDED TO &2A I UPDATED LEDGER BOLT SIZE 4 SPACI d. REVISED I -JOIST LAYOUT ADDED LED 1.101476 TO KITCHEN 4 BATHROOMS PER MARK BODES ADDED STONE OPTION TO ELEVATIONS TV, 'H', W 4 K' LEDGER BOLT SPACING REVISED ADDED On V.0' CEILING HEIGHTS REPLACE USP CONNECTORS WITH S11 SON CONNECTORS REVISED DETAIL ON SHEET D2 OPT. V-0' CL& HGT. REVISED STAIRCASE AND STAIR SECTION DETAIL 20M FBC UPDATE ADDED SOFFIT DETAILS ADD PLAT HEADER • T-6' AFF. (8'-C' aA ONLY) INDEX OF DRAWINGS ARCHITECTURAL SHEET # PG CI -COVER SHEET PG GN-GENERAL NOTES PG AI -FIRST FLOOR PLAN PG AIA-FLOOR PLAN SECTIONS & DETAILS PG A2-SECOND FLOOR PLAN PG A311-FRONT & REAR ELEVATIONS PG A4H-LEFT & RIGHT ELEVATIONS "H" PG El -FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN PG PI _PLUMBING PLANS PG MI _FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN PG DI -DETAILS PG D2-DETAILS PG D3-DETAILS PG D4-PRODUCT APPROVAL LISTING PG WAI-WALL ASSEMBLY DETAILS 'PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WAS -WALL ASSEMBLY DETAILS PG WAB-WALL ASSEMBLY DETAILS STRUCTURAL SHEET ## PG SI-FOUNDATION PLAN PG SIAA-DETAILS PG S1.2-FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS PG S2-FIRST LIFT BEAM PLAN AND NOTES PG S2.IA-DETAILS PG S2.2A-SAFE LOAD TABLES PG S3-FIRST FLOOR FRAMING PLAN PG S3.IA-DETAILS PG S3.1B-DETAILS PG S&IC-DETAILS PG S4-SECOND FLOOR DECK PLAN PG S4.2-SECOND FLOOR DOWEL PLAN PG S5-SECOND LIFT BEAM PLAN AND NOTES PG S5.IA-SAFE LOAD TABLES PG SO -ROOF FRAMING PLAN PG SN1-DETAILS PG SDI -SOFFIT DETAILS PG SD2-SOFFIT DETAILS DESCRIPTION DESCRIPTION ,1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdeslgagroup.wm AA B: 0003325 J 4 avaDiv. at LOT: ABBOTT PARK LOT #9 BLK #12 PHASE: 4C PXOJ=TIp 04 .04C-0912 IMIODIICL: 4EHB "2605— HAYDEN" GATIWAGIE OWDM: LEFT PAGE - COVER SHEET %J60 MPH EXP. C n I l n,. J V �1 A NO PRINT DATIL 12/7/21 aCAII : 1/4"=1'-0" alrrnaT C1 w H GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2 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 AND/OR 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. GARAGES AND CARPORTS 1. GARAGEDOOR A. ENGINEERED FOR MIN, WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R3025.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWEWNG FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.25 GAGE (0.48 MM) SHEET STEEL 1" 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 5 -INCH GYPSUM BOARD APPLIED TOTHE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 /8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALLALSO BE PROTECTED BY NOT LESS THAN 5 -INCH GYPSUM BOARD OR EQUIVALENT. SrrE Wows 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, ONSITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTINGAND 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 6 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 D1557-2012 El. 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) 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURALSEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1, , 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM u' PVC (SCHEDULE 40), INSULATED WITH 6"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 & 29D3.2. 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 P30052. 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 WALLCOVERMGS 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 EXTEROR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 8' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-CIO63.19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CEKJNGS 1. EXTERIOR CEILING TO BE U2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE "W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT, IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'$ SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EVERIORS0FFrrS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 09/08/21(CM) 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.ebdesigngroup.eom AA 5: 0003325 q yak r 0 aTJSDIV. to LOT ABBOTT PARK IAT #9 BIX #12 PHASE: 4C I-RO"=Tf 04181.04C-09121 MODEL 4EHB "2605- HAYDEN" OARAGS OWDfG: LEFT PADS: GENERAL NOTES %160 RH EXP^ C L7 DAsTSa 12/7/21 OCALS: 1/4"=1'-O" 829mm GN PAM m 3052-SH O OVERHANG OF ROOF ABOVE (2) 3052-OW II'll I 1 --------, 6068 GD. 12'-4' I 21'-4 v - BEDRODM#2 W-V CLCLm � uvma ROOM I I I _ I ROOM e'•m CLG. W-V CLG. a (2) 2066 FLAT HDR 1'-6' AFF. • I A 1 I I ,., �+ — — — —R= -- 0 D I I vic I II s-V CL& I F 08T p r I II I I{pII • CIV I� • I I I O B L ® Ii°I WC, Im I I I I, .)`. I 33 O W-01 CLri I I co m 0 1 1 1 1 U I I I I I 2868 ^' 2'-H' 3' m 9 i0 0 5'.4' 3'-S' '-Im' 2'-I® I S.-C. c0 H8. 3'-4' S''8' 3'-4' v WN. 2868 SC LJ 20 MIN. STAIR DATA B RISER o 192 BOLLARD 14 TREADS • 10' D �pF•'Gj o --- `----- A I H i 3-81-1 v AS REQ. '-- PER BLDG. FLAT HDR • CODE 1'-6' APP. II 4,-S, ym Io9 V-D' a4ip 9 GARAGE S'"p, CLfi III V IC D FM �9 III S'•0' QA. s_ III IH�_� III FLAT HDR • 1D^ III 1'-6' AFF. ( ) 9057-8H 16'-0' X 1'-0' O.H. s a Polo W-V CI.G, v 0 o -------------------- a FIRST FLOOR PLAN SCALE, 1/4' • I'-0' NOTE, -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -GORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN ItY12.1me)GYPSUM BOARD APPLIED TO 114E GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOM6 BY NOT LESS THAN N ) TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION, ENCLOSED ACGE6611SLE SPACE UNDER STAIRS 8 4ALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH V2 INCH GYPSUM BOARDS. FBCR 2020 (1TH EDJ 302.1 coleatart A1D cuooro ww LDAD! 111ArC111DEa081EFOIIgEC01D O#m OPBEu ZONE 1W1lHMDMA IBWIR NDI" FOOI'AIE MIN. WINDOW 10 5 31/-50 CRITERIA EXTERIOR SWING 18 5 36/-41 DR MIN. CRITERIA Stab. MIN. 41 5 34/-43 CRITERIA 16O10 O.HD. 112 5 31.0/-34.6 12'xl2' SOFFIT 1 5 313/-4%% BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT. —II, EXP.-C. MEAN ROOF HT. = 22'-8" 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. OOIm 0AT6 om SQ.F'f. CALL. S UST FLR LIVING 1.104 8Q. FT. 2ND PLR LIVING 1,501 SQ. FT. TOTAL LK44 2005 SQ. FT. GARAGE 431 60.FT. FOOMW ELEVATION 'N' III SQ. FT. TOTAL ELEVATION 14' 3,03 SQ. FT. Sk10' PATIO 80 60. PT. MASONRY/FRAME WALL LEGEND S'-®® L UNO ON PLANS BRIG. HGT. VARIES S' BLOCK WALL UNO ON PLANS n'-4' BIG. INTE® BRIG, WALL UN.O. ON PLANS 44' INTERIOR NON SM. WALL UND. ON PLANS -ALL INTERIOR DOORS TO BE 6'-8' -ALL EXTERIOR DOORS TO BE 6'-8' UNLESS NOTED OT14ERWISE 1 N. RONALD REAGAN BLVD. LONOWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngmup.wm AA #: 0003325 b 4rs x 0 1 XMDIV. a MTs ABBOTT PARK LOT #9 BLK #12 PHASE:4C PROJECT# 0418 .04C-09121 MODEL' 4EHB "2605— HAYDEN" GAP -ADZ SWING: LEFT PAGE: FIRST FLOOR PLAN 160 MPH EXP. C C V-q'� DE1L. TOP PLATE 9 BAR DETAIL A SCALE= I/2'•11-0. 42, HIGH HALF WALL UV CAP LAUN • 3/4, T46 am FLOOR GWED a DOMI IC PER FASTENER SCNEDILE ND FIN. FLR- ' BRCs. HGT, PRE-EN6'D FLOOR" SYSTEM (SEE FLOOR MmI FRAMING SHEET) STAIRS RISERS TO CONFORM TO FOCR TTH EDITION (2020) MN. TREAD•10' MAX RISER'T 1/4' !M' MAX. VARIATION IN STAIR DATA, RSERS/NIBADS ADJACENT To EACH OR 111 T92' OTHER "'MAX VARIATION N ANY 4TREADS s RISEWrREAD HANDRAIL GIRD 10'+ 1' NOSING CROSS SECTION DIA. TO of i 14' .-V4' OR PROVIDE E(i)IVALENT 6RASPADILITY WIDENS- MN W WIDE • NARROW END MN IP WIDTH • W FROM NARROW END 54' MN HANDRAIL HOT. NCTE. 'ENCLOSED ACCESNISLE SPACE WDER STAIRS SHALL 14ANM WALLS, UNDER STAIR 8"ACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH V2. 6YPSU'1 WARDS. MWR 307.1. (2) LAYERS OF E/4' PLYWOOD OR (2) LAYERS OF 1/4' GM FLOOR MATERIAL RIPS FOR SOLID NAILM SECJR6• TREADS TO &TRIMMER A H U WMs)% V SCIRWS • EA STRINGER UNTHREADED 6"K TO EXTED DEYOND THIOoaSS OF &M-PLOOR SFEATHNG I \ \ \ 42' N. V2 WALL V \ !/4' KICK CAP \ PLATE I'M ING \ \ m• MN n pQ W STOR. \ \ A !•7.G SYP STRINGER RErroRr;ED aVJX.t SI•F \ W/CONT. DEAD OF \ SIa-FLOOR ADFESIv! PL-400 OR SRTILARE • EA HORIZONTAL ISM \ 2 X RE-INFOI� _ • E2 A. 7 X 11 STRINGERMM \ SECIWE W/174A S'-S' OG. B STAIR SECTION SCALE, I!1'•I'-0' 2X4 ATTACHED IIV 10d MASONRY NAILS • 2X4 P.T. SLEEPER INTO SLAB WTHN V OF EACH END, N' OC. MAX HANDRAIL • 36' LV 2X4 RE -NEON THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2' AS PER FBCR R311.782 NOTE: HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF Ii'a 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST GROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES g o ~ SHALL HAVE A MINIMUM RADIUS OF 1/0'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES" PER SECTION 1601.8.1 / F.B.C. 2020 HANDRAIL SECTION C SCALE= 3/4'.P-0' NOTE: HEADER FINISH TO BE PER C0MMLNITY STANDARDS • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.8078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003328 lift, 6 11, 0 aUDDIV. de LOT: ABBOTT PARK LOT #9 BILK #12 PHASE: 4C PROJl7CT# 04181.04 -091 1 MODMi. 4EHB "2605-HAYDEN" GARAGE DWDtG: LEFT PAGE: FLOOR PLAN SECTIONS & DETAILS %160 MPH EXP. C DATM 12/7/21 aCAL.E: 1/4"=1'-0" sum= A1A 25'-4' BLDG. HGT. qo 1T'-4• ZND FLR _ BEG. HGT. 4' BANRD� RAND 6' RAISED BAND 9'-4 3/4' _ 2ND FIN.FLR CLG. OPT. COACH LIGHT n'-4' 2ND FLR BRG. HGT. V-4 3/4. 2ND FLR _ FIN. FLRIT.BRG. HG ' CLG. 0'-0' FIN. FLR., a.----------------F- FRONT ELEVATION SCALE, V4 . F-V TEXTURED FINISH REAR ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH %//^^FYPON I6'X48' / DECORATIVE SHUTTER OR EQUIVALENT 2ND FLR BEG. HGT. Mom BKTID(n OR EQUIVALENT V RAISED BAND (TYPJ I 1 TYR 4' RAISED 1 BAND (TYPJ 8 RAISED BAND (TYP.) I ,`0'-0' FIN. FLR - Y 2ND FLR I I I I I i I �9'-d 3/4' 2ND FLR r-- FIN.FLRIBRG.HGT. i a8'-0' CLG. HGT. i I TYP. L__ AO' AREA OF ATTIC ISM Sq FT. NET FREE VENTILATION AREA REQUIRED = 1/31.0yDr� REQLRRm VENTILATION AREA ISM 13DO = 5.25 VENTILATION AREA R SO. INCHES PER Fr. (I") = Ins SO. IN. ON. REQ IRED VENTILATION = S X 7WA IN UPPER PORTION OFATTIC - SW4SQIN. OFF RIDGE VENTILATION AREA 115 SQ IN. PER VENT 3GLlI35 ALe OFVENTSREIWRED = 3,=; ALe OF VENTS PROVIDED = 4 ISTHE PEIDMTEROFTHE H WEE, LITHE OVERHANG xFATTIC ROF WALLTO l7LTEUOROFW NO OVERHANGS INCLUDED V2' THICK, 2 COAT CEMENT PLATER APPLIED DIRECTLY TO MA CINIWY 4'x4' GAIN. 'L'-TYPE PLASHING SET N ROOPNG CEMENT PIDERGLASS SHN61.E8 WANDEW AYMENT A PER PEGR SOS.LL ROOP SHIEATHNG THICKNESS A PER SHEET 04 SECURED PER PATEHER SCNED" SIMPSON LSU-26— oR 2x6 SYP PT LEDGER UV 112'x8' THREADED ROD 32' Or- 4 UUTHN W OF EACH "- --- I EROOP rBLOPE LVA LIE 2x8 8YP PT LEDGER IW MN. VHS' OSD SH�EA''mm THREADED ROD GUSSET TO of SECURED TO 12' O 31' OG. 4 WTINN S' OF 2x8 MEMEERS UV Sal wlLa INI W Nd EACH 00 MAX SET N 3' OG. • M' I' -a' SIMPSON 1404 STI@PIGTH SIMPSON LUS-26 W/ (4) iOd'# 2 -m' EXPOxY SMN @tlED. TO LlDtLER AND (2) WWII A CHANNEL FOR SOPFIT OVERHANG DETAIL A SCALE: V2 - I'-®• ENGINEERED WOOD TRUSSES • 24. O.C. &ASMIT SHOP DRAWNGS SEALED BY P11OPESSIONAL ENGINEER PM REVIEW AND 021ME NTS PLYWOOD SHL'ATHNG SEE STRUCTIRUAL 2ND PLR ERG. HST. ,L RooPNG AND R.A.SHNG UV DRIP — �-� STRTIMRS ANo MRabIM EDGE PER 1?17C WARRANTEE a RE4UIRm"0 TS .;ASCIA WITH DREAK METAL � MAM 1 bO, 2x8 WOOD FASCIA SEE STPWTURAL FOR PASTENIM VENTED SOFFIT PER ATTIC CALC'6 VY THICK 2 COAT CQ'[NT PLASTER APPLIED DI WXMY TO M4ACWr RAISED TRIM PeR ELEVATILW M RR UINDQU PER PLAN RAKE SOFFIT DETAIL B BCALE: I!S . I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-774N3078 FAX: 407-7744076 WW Abdesigngroup.00m AA X: 0003325 b q SUNDIV. & LOT: ABBOTT PARK LOT #9 BLK #12 PHASE:4C PROJECT# 04181.04C-09121 MODEL: 4EHB "2605-HAYDEN" GARAGE BMRNG: LEFT PAGE: FRONT & REAR ELEVATIONS H 160 MPH EXP C t ENO J PRINT DATE: 12/7/21 SCALE: 1/4"=l'-0" eltmICT A3 H SUNDIV. & LOT: ABBOTT PARK LOT #9 BLK #12 PHASE:4C PROJECT# 04181.04C-09121 MODEL: 4EHB "2605-HAYDEN" GARAGE BMRNG: LEFT PAGE: FRONT & REAR ELEVATIONS H 160 MPH EXP C t ENO J PRINT DATE: 12/7/21 SCALE: 1/4"=l'-0" eltmICT A3 H 12 1 - 5 OFF RIDGE T D TYP. I1'-4' 2N0 FLR. 9 ,0Il'•4' 2ND FLR BRG. HGT. I I I TYP 9'-4 3/4' 2ND , FLR II I _______________________—________ 2 I� ____ �4 ,�k 3/4" 2ND FLR FIN. FLR W-O" CLG. HGT. �j�' I `----------------------------------- FIN. FL, '�B'-ENTR0' BI@'4. HGT. ------"F- - ----- • Y II II 0'-0' FIN. FLR II I I --'---------------'---------------- ---- .00'-0' FIN. FLR LEFT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH DOUN FOUR PYPONN 12 OFF T DKTIDGl OR 5� EQUIVALENT ® TYP. Il'-4' 2ND FLR, Il'-4' 2ND FLR BRG. HGT. '--- --------- BRG. HGT. 0 In 4 II W-4 3/4' 2ND FLR W-4 3/4' 2ND FLR , FIN. FLRIBRG. HGT. ----- -- --------__________-_-__—___---- -�-------- FIN. FLR/BRG. HGT. 5'-0' BRG. HGT. ------'------------------------ 5 ------- 8'-0' CLG. WT.o ENTRY -- 2'-0 �o a 0'-O' FIN. FLR --- ------------------------------- - off-0' FIN. FLR '. RIGHT ELEVATION Nk SCALE: 1/4 . F-0' TEXTURED FINISH /I [1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 g 0 aysary ae Lo'r. ABBOTT PARK LOT #9 BLK #12 PHASE: 4C PROJIDOW 4 81.04C-091 1 MODaz.: 4EHB "2605—HAYDEN" GARAOR OWD9 ►: LEFT PAOID RIGHT & LEFT ELEVATIONS „ H„ 160 MPH EXP. C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e 128V QUINT 20 A'P MAMA FOLA 110V CUTLET eov OUTLET v) cuic" OFF ua14ED TO OPI IWV OUTLET eO1FFeD NASD ►,UIL NTERFTOt (TIYII7t RESISTANT TYF!) nov OUTLET (4) ISO cONECTION t+- OFI EXT. #AjSR % OF OJILS? OROUD FAULT N171I8/Tt SUATCH MIATCH 3-WAY OPER W4 OWTC4 4-WAY OPER WALL MDIMTED LOW CEILING LIGHT © LED CLO LIOWT LED O NS I4W F 1.100 @ VP VAPOR PROOF L19M @ RECEM"CAN eVW. FAN 1 an PER eO. Fi. vB[T. FAN w.:s+rt Ian PER ao. Fr. r � (ePEeIS Sr PL l.SyLS 1a4:AP ® GwzcEeew) .Raw (aRa EracE rNv }—� 2' PLUOPUGGO r w FLUORESCENT 4' TRACK LnuT O PANEL awn METER O S.D. mam DErmaTOR Ott 4uaL.uP EE Ir•EI211u[ WALL MOUNTED Wi. SACK -UP I edam DETECTOR W SA:O CANNO® VIOLAS OlTECTOR OO,.MW dEe M N1ER-ffOMl0 SHALL RE A DSTAIOH OF NOT LEM n4lN 4' FROM to" FlVANT LWa � wTURa mu ► 7ELM-ACHI JACK � WATE! N4TTER Te eP EI FVATm DSCONNECT , AIR COWITIONINMSEE UNA Aw ON DSCONIOT mzvIaION mm [YLNO ROSE O J-BON i0 BE SIPPdlRD IN ACCORDANCEAVBOX PWILED AS 11U04 FOR SOX eeLNo FANA nwr TO N INUFFORIED N ACrAPOA M Lv BOB[ ruLl[ED AN euaH FOR c)nna VV I CAbMCE.Ii ION LT erRr ennnnn W SIOATDESCBdT LINT etRr ennnnnnn y, LkbNT FLOOD LS14T RCP• OFT. SECURRr WYPAD • FM PLS44KMON FOR CW611 U NS F OIEI • LOCATION OF TV JACKA 4 PIOIE OUTLETS P FANE TO RE %, tl • W"OLEM PRE -CONSTRUCTION MEETN& • ALL R A 20 AMP SRANCH CIRCUITS TO M A IC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF 10M nmo� ten igEDrt1Or4 � W WA U-In"L • 20 AFIS DEDICATED LANDIK • OPI • ISLAND (NOT ON IT) CIRCUIT) CT TV T N PANEL • DINYM TO 4A DISCONNECTME 18COI • PAN MN. CAPACITY Cr OM FAN TO E MN. C 0 CPHINM WITTEwXWAUST EO CTM NTEII'IIrTENT PER ELECTRICAL PROVISIaIe M SECTION M0013 TffL TTN EDRION (ND]02 U • LADRY ROOM AND DISFEWLER RECEPTACLE WALL M 401OIND FAULT CSSOUT-NTERtlN-nM PROTECTION FDR PERSONNEL ON FEEDERS • UINI D PCTNOO N4ALL BE NON FETALLIC CABLE PER ELECTRICAL PROVISIONS OF FROR Ud D CW= • ALL WMK TO COMRY WITH ELECTRICAL PROVISION OF TIE FEICR TTFI m nmeA • B{.L LAP'Pa WILL SE ME I = 11 daENT TYPE 1S ON LfOARBJG MIaT BE EFES6Y EIPICdi TYPE PER 9PIGIN4L"Y)1Rf9_ TL. EDRIOJ 1404) FIELD VERIFY LOC. OUTLET • 4W AFF. 7m] PRE -WILD CLG PAN Cam. .7 BML 02 BA1HR ISOLLARDD AS REQ. PER BLDG. CODE COACH LIGHT PAM ----------I I I ® IQDWQ BOOING ROOM PRE -WIRED — — CLG FAN b 5' I L. I GFI L TO 2ND FL\ BWTCH I II I T S I SWITCH CABINET I I \ I I MCM I OUTLET `FOR DWI I , / GFI I PAN. WI IN 44' i AFF. I KEYLESS FIXTURE 16 GFI GARAGE DOOR ����pp��// `REWIRE GMGE � III FLI I III III �\ C� •7 I POiBR \III � WFRED 1` III FOR VENT OR MICRO — , 1 Pis FOR \04U'1E8 (� 150 AMF ELECTRICAL RISER NOT TO SCALE. A. EEC NOTES A. ELECTRICAL MATERIALS AND CAL iY ' SIGN& OF THE BCR*I TW LOCAL ANDALL LOCAL �-- _ _ ��' I PORCH EDRIONY[7eTH 02EE CODES, FOMR COI 1PANY REQUIREMENTS, — — — — — — — — — — — — _ — — — — — B. ALL CONDUCTORS SHALL BE TYPE TFSIN/TWM OLESS NOTED OTHERWISE. FIRST FLOOR ELECTRICAL PLAN LE. 1/4• • P-0- �------------ .3 I.-3. \l I I � L i ----------� LED LIGHTING @ SINGLE LAV. BATH EL GRADE PROVIDE 60 AMP, 120/241D VOLT, I PAA59 SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 •1 COPPER (CAD N I-W" DIA SCHEDULE 80 PVC CONDUIT OR PIQaADE 3 -1/0 ALU INL31 fAL) IN2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE M PROVIDED BY THE ELECTRIC Cd•PANY. COORDINATE UTH THE ELECTRIC COMPANY PRIOR TO BID. 3-7/0 CU. TFUN • FS CU IN2' CONDUIT OR 3 FUN • PS CU IN2• CONDUIT OR 2/0 AL. SE.R TO TEN IINATE ABOVE SOFFIT . ovBRNANO.1 COP'DNATICN SERVICE I "All OMCONECT SWTCH AND Do4J40 VO n ELECTRIC FETER N i P44AN HIM M ENCLOSURE PAL �--' TLL8P4oE MtVrA ENTRANCE CABLE 1ELBVMION SERVCE UNTRAHL7 EOUFMfNT EOWIFnpNIT N7IERSYSTEn BONDING rcw'TNAL Ar Low VOLTAGE COFIECTI" 1 M CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED POOMM STEEL PER ELECTRICAL PROVISIONS OF THE PWA MW EDITION [2020A &0" DIA X 6 FT LONG COPPER CLAD *ROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 d t O oils 1 aUDDIV at LOT: ABBOTT PARK TAT #9 BLK #12 PHASE:4C PMOJ=TIP 4161.04C-0912 xoDsz.: 4EHB "2605-HAYDEN" GARAGa awsxG: LEFT PAGE: FIRST FLOOR ELECTRICAL PLAN 160 MPH EXP. C ELECTRICAL LEGEND DEFINITION NOTES MY OUTLET 20 AMP ONSIA POLE FON=mo., nDr OUTLET IIOV OUTLET w OP OUTLET uglD TO Duna+ REV OUTLET SOUPED DBRID PAILMrtwrTER (TAMPER 0112WANT TYPE) 220V OUTLET (4)IAR OONwBOTION a l T NT RER T SDITCH DUTCH 3-WAY OPER �4 SWITCH 4-WAY OPER FALL M4u4Tm L *NT 77 CEILNG LIGHT © LED CLd LIONT ©vp LED VAPOR PROOF Lma O VP VAPOR PROOF LI*IAT OREC[eSED CAN eVENT. FAN I OM PER SQ Fr. VOR. FAN WPLI*HT I CM PER *Q R. Vlaw PrA URK (SPEC'* TDD By 2 EILD WRAP ® Anew (RELCESEED) 2AROUD ( MNT) 4 RAWRIIscwT 4' TRACK LIONT 0 PANEL own Imm OS.D. D•IOKE DETECTOR EeWU LJ WALL Mmwob D'IOKE DE7ECTae mdn weoc.jr EL)lA�1E� ® gip CAMW Di01lII OEIECTOR ratio tl*soY1RE W"- 0*415Mw OP NO( LEDs TNN 4' RIOM WALL PDDAM LI*LR ou NA,ISdLQUUAT ► TW&PWONE JACK � WATER NEATER WHOOLAOMM �� DUfdNlCi AIR DBCONiCT NONCraN TOM zw xc .14U ON DHEIT I� TELEVRIONJACK I N2 sax OWAUFM O To DE S PPORnM N ,MYgCAl4CE IV DON J-ION MAN= A* Suety FOR CELNb PN4A.I2AIT TOM DIPPO'.18 N IV BDN MANUIDAS:E MHEQD AS *IYJH FOR Cana 24• NC..CUC.IT LOW *TRIP nnnonnn Nr' INCAIDESOENT LCMT *TRIP nnnnnnnn 4W INCANDESCENT LINE *TRIP FLOOD LIONT OPT sm aADTr KITTIPAD PA. NBH•EUmm MM CHMlO USE PORE • LOCATION OF TV JACK* A PH" OUTLET* A PAN* TO m VERPIED • Nq•!OIN" PRE-COI•DTRUCTION MEET & • ALL IS A 20 AMP BRANCH CIRCUITS TO BE AMC PALLT PROTECTED PER ELECTRICAL PROVI*ION* OF mm • M APIP DmICA LAI*ORY CSCUIT. • DPI E ULRO (NOT CN KRCIEN CIRCUIT) • 0414144DiR DUCONiCT TO BE LOCKOUT N PANEL • DATNSOO14 EXHAIAT PAN TO HAVE MN CAPACITY OF SO CFM NTM"TTENT PER [LECTIIK.AL P"OVAIOND OF = SECTION MWO'13 TT41 EDITION K2EOA1 • LAWDRY ROOM AND DRTNANS:R RECEPTACLE iHN.L BE OIEOU D PALT CJRCUIT-NTERRUPTER PROTECTION FOR PSIMONEL ON FEEDER* U2RM ren400 *LULL BE NON PE±TALLIC CABLE PER ELECTRICAL PROVI*IaM OP E@cm TTH ED adm • ALL UORK TO COPIPLY DITN ELECTRICAL PROVRI DO OF TLR PBCR TTN ED )20701 • 1N1 OF LALRNti MAT DE @lnDY EIPICIA4T TYPE PEt FLG Anwar mnRERveTIeN lARIYD�tTIeL RIaRAr EFFIOIENCYI 2012w. 11A lDITION wYll I I_ ------------------------ i SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' • V-®' LED LIGHTING @ DOUBLE LAV. BATH 3 — — _ _ _ LED LIGHTING ® DOUBLE LAV. BATH 9 d N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA 5: 0003325 o y O C j aUDDIV. ee LOT: ABBOTT PARK LOT #9 BLK #12 PHASE: 4C PllojwTp 0418 .04C- 9121 icOD3L: 4EHB "2605-HAYDEN" GAICAGZ AMINO: LEFT PAGE: SECOND FLOOR ELECTRICAL PLAN 160 MPH EXP. C DATHM 12/7/21 aCA=: 1/4"=1'-0" 8H14SP E2 FIRST FLOOR PLUMBING PLAN SCALE, 1/4 " I'-m' L------------------------- SECOND FLOOR PLUMBING PLAN SCALE, V4 " I'-m' LAV MAIN PLUMBING RISER 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www.a bdeelgngroup.com AA M: 0003325 s 4 sysaiv at Lot! ABBOTT PARK LOT #9 BLK #12 PHASE: 4C PROJ=T# 041 .04C- 91 1 "OlDz : 4EHB "2605- HAYDEN" GARAGE 8WWG: LEFT PACE: PLUMBING PLANS 160 MPH EXP. C mm DATE: 12/7/21 *CALF: 1/4"=1'-0" siIEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT 614ALL. BE PROVIDED UAT14 PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAS 4 MASTIC. AND INSTALLED AS PER FBC TTH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 0 CLASS I AIR DUCT AS PER NPPA WA 2.3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED M ACCORDANCE TO PBC TTH EDITION (2020) MECHANICAL CODE 603.1 T. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED M ACCORDANCE WITH FBC TTH EDITION (2020) MECHANICAL CODE SECTION 403, S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR PIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC TTH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A PANTEC 4 DBP BOOSTER PAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. ATTIC LEGEND ® SUPPLY AIR DIFFUSER m RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR o THERMOSTAT m PASS-THRU AIR GRILL NOTE ALL HVAC TO HAVE PROPER PANS WV DRAMS 1010 EXTERIOR WALL PLENUM ? y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES SECURE STRAP TO CONC. LLV (2)-3/I6'X2' TAPCONS CONDENSER WIT ROLL STRAP SOR y EPWB QUAL AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAM LINE SECURE STRAP TO UNIT W/ (2) EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB 4' CONCRETE BLAB %XI 1/4' SHT. MTL. SCREWS REFRIGERANT LINES TO CONDENSER UNIT PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE CONNECTION TO PAD IN AN ITWEDIAPROVEDI DRAM, ) PER FBCR TTH EDITION (2020) NOTE MAIN GOND. DRAIN 3/4' PIA N MECHANICAL BLDG. CODE SECTION 30TZ.4 OVER HEAD • FROM STRUCTURE HVAC DRAINS SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG -�—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 5240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC OFLOOR SLAB CLEAN -OUT (TYY COUNTERSUNK 01>. PLUG FIN. GRADE OR PAVING SPEC. I'-6'XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (TYP.) N -----------� KKVVVVMM ------- I I i O �� FROM BEDROOM !F2 ABOVE� III I 12X8 ---------- I III -------- z-------/ II II 14X6 it PARS II 12X12 II I� BATH i2 THRU r�----I I ------------------- I + I . c I I I I I I I I _ I I , ;^ I �` KITCHEN ® I I STOR.I - I I o GA A E �4 -� 8&A FROM ABOVE A 1 III , �1 '5X5 u` FOYER iii ELEX III � III I I PORCH I I -------------------- FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 . P-0' II 1441 N. RONALD REAGAN SLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.ebdesigngmup.mm AA #; 0003325 8 s o S lfa 211umly as I ABBOTT PARK LOT #9 BLK #A PHASE: 4C PROJECT# 041 1.04C-09121 MODEL' 4EHB "2605- HAYDEN" GARAGE BWIX*t LEFT PAGE: FIRST FLOOR MECHANICAL PLAN 160 MPH EXP. C t^ v DATE: 12/7/21 BCA=: 1/4"=1'-0" SKEET M1 L-------------------------; SECOND FLOOR MECHANICAL PLAN 80ALE, 1/4 • 1'-0' 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-774-4078 www.abdesigngroup.mm AA A: 0003325 w c O pp a avaniv. & LOT: ABBOTT PARK LOT #9 BLK #12 PHASE:4C PROJWT/► 04 8 . 4C-09121 MODMIA 4EHB "2605- HAYDEN" GA2tAaa 8WVW s: LEFT PALM: SECOND FLOOR MECHANICAL PLAN 160 MPH EXP. C -u 202' A NNow "8M DrprAtmT 12/7/21 SCA=: 1/4"=1'-0" S*Ec" M2 2X4 TOP PLATE PRE -FAD TRUSS I/Y CLG. BOARD 1/2' DRYWALL — . T')Y SECURE BT. — PLATE TO SLAB UL Imd MASONRY NAIL • 32' Or - MAX FIN. FLR. 2X4 UK= STUDS 024. OG. SLAB I : vIuw IN PARTITIONSSUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. TYP. INT. WALL NON—BRG. D1 SCALE. 3/4'.I'-V' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR SM11. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER I -m ELEVATIONS TYP. ox VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR_ /S' GYPSUM BOARD OR V2' HIGH STRENGTH CLG, BOARD PER ELEVA=S+� 8EE ENERGY CODE FORME INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOIU ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL bd P.T. FURRING— — STRIPS • 24' O.C. &' cm 1/2' GYP. WL. BD.— / UIOM BASE n W/ WINDOW OPENING N 5' DIA SLEEVE. DO NOT CUT RESAR PE BOND SEAM NOT CUT amo ON= THE BOND w eU-'5 _ SPAM 0) CO~ REM 2A PIPE THROUGH BOND BEAM KALE. 3/4'.r-C' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER POOR ROOF SHEATHNG THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-04 TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT V2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 ITH EDITION, SECTION R301.13 AND 160 .S.1. B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 5 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF SCALE, 3/4'.I'-o' UNDERLAYMENT IN ACCORDANCE WITH FBCR W5.1.1.1 OF THE FBCR 2020 NTH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. 2B GAS LINE THRU BLOCK 17.r FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR S05.1.1. ROOF SHEATHING THICKNESS AS PER SHEET &NI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATION& VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS UIEEP SCREED 2x P.T. SECURED PER STRUCTURAL. DETAILS 1/2' THICK, 2 COAT—(-- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY V-0' FIN. FLR S' ISM on OY LN 1. '4 ♦ 14.44:1 �4.���i�i�ili:O�i4i4i?i�:�,,; anLv. /T�L el000 J" me APPRI --T oALV. HELL Og1MAD Done ATeDVAL RW. MRIIGAL tR/rx Lltl s GARAGE DOOR JAMBS D1 SCALE: 11/2'•1'-0' FIBERGLASS SHNGLES 4 SPF 24' OG. MAX. —,WITH UNDERLAYMENT SECURE W/ l2U 12d NAILS AS PER FBCR 905.1.1. • EA. END ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER SHEET SNL -PER STRUCTURAL DETAILS SECURED PER FASTENER SCHEDULE -STIFFBACK AT ALL LPRKsHTB - PER STRUCTURAL DETAILS MTL. DRIP EDGE -PRE-ENG LLD. TRUSS 9' 2x FASCIA PER Ax' ELEVATIONS _OLPER ELEVATION VENTED SOFFIT CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS WALL SHEATHING SEE ENERGY CODE FORMS FOR THICKNESS AS PER INSULATION R-VALUES SHEET SNI. SECURE PER 4PER ELEVATION FASTENER SCHEDULE 5/B' GYPSUM BOARD OR 1/2' ON SPIFFY 8N4 HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS �— WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS ---�3I- RENCE RU srcTURAL Ix2 P.T. FURRING `- STRIPS • 24' O.C. I/2' GYP. WL. B7. cMU � WOOD SASE 4 _ 0'-0' FIN. FLR a . a .. ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ° ACCORDANCE WITH FBCR 2020 a ITH EDITION, SECTION R301.1.3 AND 160"J. A W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 6 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF SCALE, 3/4'.1'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR W5.1.1.1 OF THE FBCR 2020 ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM 04865 TYPE III i OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7744078 FAX: 407-774-4078 www.abdesigngroup.mm AA M: 0003325 h Y I�; E a 0 4 SXYDDIV. AC LiOT: ABBOTT PARK LOT #9 BLK #12 PHASE:4C PROJECT* 04181.04C-09121 1LODul. 4EHB "2605- HAYDEN" GARAGIS 8WDfG: LEFT PAGE: DETAILS 160 MPH EXP C f Dw' 12/7. 21 OCA=: 1/4'=1'-0" slim= D1 P115ERGLASO SHINGLES FIBERGLASS SHINGLES WITH WDERLAYMENT WITH UNDERLAYMENT AS PER FBCR 9 511. AS PER FBCR 9MJJ. ROOF SHEATHNG ROOF SHEATHING THICKNESS AS PER THICKNESS AS PER SHEET SNI. SECURED SHEET SNL SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE PRE-ENG WD.TRU ER PRE-ENG WD.T ,PER 24' O.C. MAX LEA VATION 24' OTC. MAX LEVATION METAL DRIP EDGE METAL DRIP EDGE METAL GATT INSULATION INSULATION 2x FASCIA PER REFER TO ENERGY REFER TO ENERGY ELEVATION& CALCS FOR VALUES 2x FASCIA PER CALCS FOR VALUES VENTED IO.N, I 5/8' GYPSUM BOARD ELEVATIONS ION. 5/8' GYPSUM BOARD SOFFIT iYP. OR V2' HIGH STRENGTH TYP. OR 1/2' HIGH STRENGTH CLG. BOARD VENTED CLG. BOARD I��IQENCE Ix2 FIRE -STOP SOFFIT bc2 FIRE -STOP STRUCTURAL -4.1 INSUL. REFERENCE R-4.1INSUL. STRUCTURAL a I w J W m W WINDOW ATTACHMENT w AS PER E MANUFACTURES SPECIFICATIONS FERENGE STRUCTURAL 3/4' T 4 G WBFLOOR GLUED AND NAILED � 3/4' T A G SUBFLOOR AS PER NAILING 1/2' THICK, 2 COAT K GLUED AND NAILED 1,12' THICK, 2 COAT SCHEDULE PORTLAND CEMENT AS PER NAILING SCHEDULE PORTLAND CEMENT E PLASTER APPLIED W PLASTER APPLIED a a DIRECTLY TO w DIRECTLY TO m MASONRY m LEVATION MASONRY w m OC2 FIRE -STOP Dc2 FIRE -STOP LEVATION SEE STRUCTURAL SEE STRUCTURAL LEVATION LEVATION 5/8' GYPSUM BOARD S/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. OR 1/2' HIGH STRENGTH DOARD CLG. BOARD - - R -9OWLEVATION IX2 FIRE -STOP D(2 FIRE -STOP R-4.1INSUL. R-4.1INSUL. II' J u w WINDOW ATTACI-IMENT AS PER MANUFACTURES SPECIFICATIONS ERENGE STRUCTURAL 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY Do FIRE -STOP bt2 P.T. FURRING STRIPS • 24. OZ. B' CMU 1/2, GYP. WL. BD. WOOD BASE 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO DO FIRE -&TOP Ix2 P.T. FURRING STRIPS • 24' OG. B' CMU 1/2' GYP. WL. BD. WOOD BASE a. a. L 4' 4' n W/ WINDOW OPENING 1 WITHOUT WINDOW OPENING SECONDYFLOOR BLOCK BLOCK SCALE, 3/4'.I'-V' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407.774.4078 www.abdealgngroup.com AA M: 0003325 b sUDDIV. Se L .. ABBOTT PARK LOT #9 BLK #12 PHASE: 4C P1tojzcT 41 4 -0 121 uoDula 4EHB "2605-HAYDEN" GARAGZ SWnTG: LEFT PAGE: DETAILS 160 MPH EXP. C sUDDIV. Se L .. ABBOTT PARK LOT #9 BLK #12 PHASE: 4C P1tojzcT 41 4 -0 121 uoDula 4EHB "2605-HAYDEN" GARAGZ SWnTG: LEFT PAGE: DETAILS 160 MPH EXP. C Im 2" P.T. 4 CENTER OF DOOR HEADER SECURED W/ (U VJ' X V J-BOLT UV WHIM. EMMOMER YV 2' X 2' X VV WASNEIU A NUT OR UV (2)14' X &' ANCHOR BOLTS 3V 4' MIN. EMBEDMENT UV 2' X 2' X V6' WASI4ER 4 N r— ,te" v—SI:MM 2a4---k' 'K� TO BILK W/ 18 ® 1/4' TAPCONS — 1 IA!' EMBED, V or, 4' !ND D61IET, I V7' EDDST. ® AIDE& DOOR BUCK SECURED (I2.64UM W) (6) V2' X V J-DOLT OR ANCHOR DOLTS. UV W HIM EMBEN EDMT. UV 2' H X 2' X VV UMSWR 4 NUT. (U WITHIN 0' OF TOP. (U WITHIN V OF T1E BTM, 0 i ® (3) EVELLY SPACED. U ®� Im! NOTES, ALL ANCHORS SMALL BE N ACCORDANCE TO MANFACTUISR'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STROMINT GARAGE DOOR 1 BUCK ATTACHMENT 4n.,". w',rw IVLW11 3/4'XV RECESS) 2X4, m SECURE TO BLOCK W 3/W TAPCONS (MN SHANK SIZE JAB MN HEAD BIZB J OS MN EMBEDMENT 1 1149 WTFUN 8' OP EACH END 4 15' OC. MAX 6PACUNCa S Z_ 1- EXTERIOR 3/4" BUCK CONNECTION 2 TO BLK DETAIL 2X4, m SECURE TO BLOCK UV3A6• TAFCON6 (MN am" 612E .14b MN. HEAD SIZE 3" MN EMBEDMENT 1 1/4') WTHN V OP EACH END 4 W O.C. MAX 8PACN6. 2X4, CEO SECURE TO BLOCK W/ 3A6' TAPCONS(MN. SW" SIZE J45 MN. LEAD SIZE Jim MN EMBEDMENT 1 114V UTHIN V OP EACH END 4 W OC. MAX SPACING. 2X6, CIE SECURE TO BLOCK IIIK7) SILL' TAFOONS MN SWANK SIZE J46 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 W) UpTHN S' OF EACH END 4 W OG MAX SPACING. 2XS, CEM BECIURE TO &LOOK WK2) 3/16' TAPCONS (MN SWANK SIZE .146 MN MAD SIZE JIM MN EBEDMENT I V41) NOTE, SI M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED I/4•) 4' CMU V2' DWrULA.L CELL TO BE POURED SOLID W) i3O0 PSI CONCRETE RE6MORCED W(V l VERTICALLY L714• P.T. NAILER TA6' Oba X 4' MN —DOOR CASING DOOR JAMB OR WNDCIU ATTACH TO 2X PER MA4MACTUIES DETAILS, DOOR JAMB OTO BLK DETAIL 2)(6, ® 2". 030 SECURE TO BLOCK SECURE TO BLOCK iW(2) VW TAFCON6 UV(2) 3A6' TAPCON6 (MN GNAW SIZE .145 (MIN. SHANK SIZE J45 MN HEAD SIZE 3" MN MEAD 61ZE 300 V cm MN EMBEDMENT 1 114') MN. EMBEDMENT 1 V4') IAI' DRYWALL UTHN 8. OF EACH END V CMU WITHIN V OF EACH END V cm 4 Is, = MAX BPACMC 4 10' Or —MAX SPACING I"4 P.T. OR &/4'X4• MIN. W' DRYWALL 1/2' DRYWALL SECURE THEU FREE A VX4• 2XS, ® i)(h EXTEND 1-V4' INTO P.T. NAILER BECAME TO BLOCK I .T. SECURE TO BLOCK BLOCK UV 3/Y.' IW2) WW TAPCON6 P.T. NAILER WW2) SAW TAPCONS P1. NAILER TAPIOCA& DOOR CABN6 MN SHANK SIZE Job VLL' D. X 4' MN (MN SHANK SIZE J45 DOOR C,ASM (MN &HANG SIZE .145 MN NEAP SIZE 300 MN HEAD SIZE 300 MN HEAD SIZE 3O0 MN EMBEDMENT 1 1/4') DOOR CASING MIN. EMBEDMENT 1 V4') MN EMBEDMENT 1-1/4• UT14IN 0' OF EACH ENO WITHIN V OP EACH END UTHN V OF BAC44 END DOOR JAMB OR WINDOW 4 LL' OC. HAX 'a. oa MAX 4 IS' OC. MAX SPACNS ATTACH TO 2X PER SPACING.�uk DOOR JAMB OR WINDOW SPACNS. DOOR JAMB OR WINDOW MANUFACTURES, DETAILS. ATTACH TO 2X PER ATTACH TO 2X PER MAMPACTUE& DETAIL& MANMACTURES DETAILS. NOTE, SHIM A& NEEDED TO PLU'D JAMB (DO NOT EXCEED W') DOOR JA1B TO BLOCK +3/4" OR +5/4" O 1RNDOlf TO BLACK +3/4" OR +5/4" 2X4. m SECURE TO BLOCK W SAW TAPCONB(MN SHANK SIZE JO MN HEAD SIZE 300 MN EMBEDMENT 11,141) UTHN V OF EACH END 4 W OC. MAX SPACNG 2X6, SECURE TO BLOCK WK2) W*' TAPCON6 MN SWANK SIZE LING MN MEAD SIZE 300 MN EMBEDMENT 1 V41) S, CMJ UTMIN S' OF EA04 END 4 W OC. MAX SPACING, V7' DRYWALL 2X&, ® ❑ 1'X4' SECURE TO BLOCK P.T. HALER 111/(2) 31W TAPO" DOOR CASIN6 (MIN. SHANK 6121.140, MN HEAD SIZE JIM MN EMBEDMENT 1 VA.) WTHN W OF EACH END 4 LL' OG. MAX DOOR JAMB OR WNIPOW III ATTACH TO 2X E'ER RE6 MANUFACT NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +1 1/2" - JaMpTO BLACK +1 1/2" D NOTE, SWIM AS NEEDED TO PLUG JAMS (DO NOT EXCEED 1149 DOOR JAM TO BLOCK +1 15/16" `�� R TO H1ACK +1 15/18" 2X4, m SECURE TO BLOCK UV SAW TAPC40NO MN SHANK SIZEJ4S MN HEAD SIZE 300 MN @BEDMOJT I LW) WTHN $' OF EACH END 4 W OZ. MAX SPACING. NOTE, STRUCTURAL 2X MUST E1 2X6, ® ON OUTSIDE 4 SECURED 6106E TO BLOCK THRC USN NON-STRUCTURAL IUK2) SAW TAPCONS W*' TAPCON MN 1-1,14' (MN SHANK SIZE J49 EMBEDMENT INTO BLOCK MN LEAD SIZE 300 MN EMBEDMENT 1 1/41) UTHN V OF EACH END S' cm 4 W OC. MAX SPACING. DRYWALL 2XS, DIED ❑LW SEGUE TO BLOM PX4• WA'7) 9A6' TAPCCN6 P.T. NAILER (MN SWANK 61ZN Job popR r„A6U.Ny MN MEAD SIZE 300 MN EMBEDiME4T 1 1,149 UT" V OF EACH EMD 4 W OC. MA! &PACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTUES DETAILS. NOTE, 04M AB NEEDED TO FLUB JAMB (DO NOT CXCEl0 1/4') DOOR JAMB TO BLOCK +2 1/4" /:.1111NDOlI T BLOCK +2 1 /4" Y NOTE, 6141M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3" @&Wl T(L BL=K 4.a" 2X4, m SECURE TO BLOCK W) W16' TAPCONS MIN, OWANC SIZE J4& MN HEAD SIZE 300 MN EMBEDMENT 1 1149 WITHIN W OP BAC4 END 4 W O.C. MAX 6PACNG NOTE, STRUCTURAL 2X MUST BE 2xb. ® ON OUTSIDE 4 SECURED SEGUE TO BLOCK TWROUGN NON-STRUCTURAL W11`7) 3/W TAPOONS 3/I6' TAFCON MN 1-1/4' (MN SWANK SIZE .Wb EMBEDMENT INTO BLOCK MIN. NEAP SIZE 300 MIN. EMBEDMENT 1 1149 &. C.f1U UTHN V OP EACH END 4 16. OC. MAX BPAGP16. 1/2' DRYWALL 2X&, ® I'X4• SECAM TO BLOCK F.T. NAILER W/(2) 3A6' TAPCON6 MN SHANK SIZE .HB POOR CASN6 MN HEAD SIZE 300 MN EMBEDMENT 1 V4') WTHN V CP EACH END 4 LL• on MMAX BPACMG NOTE, BRIM AS NEEDED TO FLINTS JAMB (DO NOT EXCEED 1/4') RUC 7ND tx SECURE STTURAL MEMBER UK2Md WITHIN S' OF EACH END / 6' TO 6' OZ. MAX DOOR JAMB OR UNDOW ATTACH TO 2X PER MANMACTUES PETALL& DOOR JAMB TO BLOCK +3" F 2X4, m SECURE TO BLOCK W/ 114' TAPCONS (MIN. SHANK SIZE J45 MN HEAD SIZE 300 MN EBEDMENT 1 1/4') WHIM V OF EACH CND 4 W OC. MAX SPACING. 2X6, BID E1CLI E TO BLOCK WK2)1/4• TAFY-ON8 (MN SWANK SIZE .418 MN HEAD 61ZB 300 MN EMBEDMENT 1 1149 UTHN V OF EACH END 4 W OC. MAX SPACING 2XS, I2® 6EC13E TO BLOCK WK2)1/4' TAJ"CON6 (MN SWANK SIZE J45 MN WRAP SIZE 3" MN EMBEDMENT 1 1/4') UT14IN V OF EACH END 4 S' OC. MAX SPACING. V cl'u IA'DRYWALL I'X4' P.T. NAILER 1/16' OWL X 4' MN DOOR CASING DOOR JAMB OR W,DCW ATTACH TO 2X PER MANUFACTURE& DETAILS. NOTE, 6141M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED LW) DOOR JAMB TO BLOCK +3 7/16" `� R TO BLOCK +3 7/16" 2X4, 1131 SEGUE TO CLOCK W/ VWTAPCONS MN SWANK SIZE Job MN LEAD SIZE 3" MN EMBEDMENT 1 1/4') WITHIN 6' OF EACH END 4 W OC. MAX BPACN& Zx6, SECURE TO BLOCK WA2) V4• TAmC" MN 6MANK SIZE .148 MN HEAD SIZE 300 MN EMBEDMENT 1 1141) UTHN &' OF EACH END 4 W OC. MAX 6PA:NG. 2XS, DIED BECRE TO BLOCK WN2)1/4' TAPCONS (MIN. ON" SIZE J41b MN HEAD SIZE JIM MIN. W19MOPEW 1 1/4') WTHN V OF EACH W 0 A W OC MAX 8PACNG. NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 &!CUED TWftOU5N4 MON-STRUCTURAL 3A6' TAPCON MN 1-114' EMBEDMENT INTO BLOCK LEI V CMU la'DRYWALL ❑ I X4' P.T. NAILER ^' PP.T.X WHIN. DOOR JAMB OR UANDOIU ATTACH TO 2X PER NOTE, SWIM AS NEEDED TO PM-IA'ID MANUFACTURES DETAILS. JAMB W NOT EXCEED 1,14•) DOOR JAMB TO BLOCK +3 3/4" nLLAV-IRW TO BLOCK +3 3/4" 11 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdealgngroupxom AA M: 0003325 A gumly. & L40T ABBOTT PARK LOT #9 BLK #12 PHASE:4C PROJMCT4F 04 8 .04C-09121 MODRU 4EHB "2605-HAYDEN" GARAa111 ENL7JO: LEFT PAGLC: DETAILS 160 MPH EXP. C DATM 12/7/21 EGA=- 1/4"=l'-O" E1KL�'r D3 �` L PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL4 MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 13672.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBLR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 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 104455 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 114%3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 feCR 12/37j2021 30860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 SIMPSON $TRUCi. LOMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 SIMPSON $TRUCT. COMP. WOOD CONNECTORS 2020 fBCR 12/31/2021 SIMPSON S7RUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 0 SIMPSON STRUCi. COMP. WOOD CONNECEORS 2020 FBCR 12/23/2023 E SIMPSON STRUCf. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 0531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/37J2023 32502.1 PLYGEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 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 MI WINDOWS St DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 20I0 FBCR 12/31/2024 15353.4 MI WINDOWS&DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 CLOPAY BLDG. PRODUCE CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 t23955.1 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 IHERMA-7RU EXT. DOORS 6'-9" EXTERIOR DOOR 2020 fBCR 12/31/2021 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'•8"SWINGING EXT. DOOR w/SIDELITE 2020 FBCR 12/31/2021 THERMA-TRU EXT. DOORS 8'•0"SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/31/2021 %6.4 THERMA-TRU EXi. DOORS 8'-0"SWINGING EXE. DOOR 2020 FBCR 12/31/2021 P23956.5 461.9 THERMA-TRU EXT. DOORS SWINGING single llLeEM. DOOR2020 FBCR12/31/2021 758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 216.1 OWENS CORNINGRHINO U20 ROOFING UNDERLAYMENT2020 FBCR12/31/2023 792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 10/4/2025 10477.1 DAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 DAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 DAMES HARDIE BOARD PANEL 2020 FBCR 12/31/I023 19901.1 DAMES HARDIE BOARD REVEAL. 2020 FBCR 12/31/2023 13265.1 )AMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30330.1 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 FL 15272.2 RS ALSIDE ALUANCE'T4' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCE APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIORTO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7M EDITION) BUILDING CODE INFORMATION SYSTEM 0 W W W.FLORIDABUIIDING.ORG CONTROL DATE: 11/04/21 1 N. RONALD REAGJIN BLVD. LONGWOOD, FL 32750 PH:407-7748078 FAX: 407-774-0078 www.abdesigngroup.com AA JJ: 0003325 I.. in xKrwv Lu uj avnaiv a LOT: ABBOTT PARK LOT #9 BLK #12 PHASE: 4C PltOJl.CT/I 04181. 4 -09 21 1[OD>iIt 4EHB "2605-HAYDEN" 0A1C/►di aTAEiNd: LEFT PAGE: PRODUCT APPROVAL LISTING 160 MPH EXP. C r;kk- DATM 12/7/21 srsaar D4 avnaiv a LOT: ABBOTT PARK LOT #9 BLK #12 PHASE: 4C PltOJl.CT/I 04181. 4 -09 21 1[OD>iIt 4EHB "2605-HAYDEN" 0A1C/►di aTAEiNd: LEFT PAGE: PRODUCT APPROVAL LISTING 160 MPH EXP. C r;kk- DATM 12/7/21 srsaar D4 OtRiD HW11O•R.A ®�D O 6 M. . A tlIM11D A 7. MAK•Pl. e ). af,ue . RT. C Ol R7LD NeYp • R. A L DfAM. rt.e ;411 VLD s ® lRAD—•rv.A 2. MAN L D\Aee • n. c {. ta.D rt. D oAe rt. e raL rr. a vanes eD,ra+RJIe6 4� 0 .Drra, RANOR MAL R11A.OR Bra. art, ® KIC KO UT DETAIL r-uwe LAYM R. powrom MWLDM I•AMR MA•f DWI) f—UM LAYER 1, $?Lew ~mom as.Y) SLAP LAYMf OO BULDMb eUr OVMI HALMe R.Mel, er°r M 4 � � I ar isALL nAn+Ns y Y DOTAL) rLAern (ea KICK-OUT d ° 1-10"AAT LOLM QROQ. 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LONGWOOD, FL 32750 PH: 407-774-607S FAX: 407-774-4078 www.abdes4pigroup.com AA M: 0003325 i h �s i 4 aum ac Loan ABBOTT PARK LOT #9 BLK. #12 PHASE: 4C PROJMT* 0418 . 4C-0912 xoaaiA 4EHB "2605-HAYDEN" GAR"M 8W0101 LEFT PAGM: WALL ASSEMBLY DETAILS 160 MPH EXP. C LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - — — — - NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-841-14a, MIN. 2B LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SHEATHING FLAbHING LAYER -1, UNIT STUCCO WRAP LAYER 4, FORTIFIBER PREMANUR DRYER BUILDING PAPER VENT CAP (SET IN METAL LATH CONT. SEALANT) WOOD 1/5'r!)(TIMD CCNSTRlCTION—FINISH • WOOD FASTEN TO WOOD STRUCTURAL SEALANT * MEMBER . 9' O.C. MAX TOP 4 SIDES ° cm TO K' MIAJIIAI 1 WEEP SCCEED DRYER VENT (BLOCK) A- ..1,14 w WIDE STRIP SELF ;L ADHESNE FLASHING, GLEAN yl; MASONRY BEPOW AF'PLYINS BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUP. SPECSJ BUILDMG PAPER UNDER 'QUICK FLASH' (A )VENT PENETRATION 6CALE: N.T.S. ELEC. METEII VERIFY LO Ahm=A ILI' K=(-=IVL STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I �ELEG. METER FIELD y\ VERIFY LOCATION APPLY STUCCO SCRATCH GOAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOGYANOTE-POLY6LEND FOAM " "'')R 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 APPLY E-2 BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP #3 (�4 HORIZONTAL WEEP SCREED (FRAME TO BLOCK) S' WRB LAYER r2, FORTtFIBER BUILDING PAPER STEP *4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP $5 STEW #(o OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.mm AA #: 0003325 a 0 g 5 aumly a Lo ABBOTT PARK LOT #9 BLR #12 PHASE: 4C PRon=T# 4 81.04C- 9 2 MODM A 4EHB "2605- HAYDEN" 0AXA0Z 81111><xa: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C .01 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — 2 1/2" 14 CORNER BEAD (FASTENER 4 SPACING . i' O.G.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD ® BLOCK 1441 N. RONALD REAGAN BWD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407.7744078 www.abdesigngroup.eom AA #: 0003325 D aysazv & Loa's ABBOTT PARK LOT #9 BLK #12 PHASE: 4C PROJECT# 04181.04C-09121 MODEls 4EHB "2605- HAYDEN" GARAGE MIMI. LEFT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. C rpwanDA 12/7/21 SCALE: 1/4"=1'-0" SKEET WA3 YIOOD SNEATNM@ GrATMER EARRBlR �SNITIVE \ !jt x T • LAP SIDN6 / \ 6' SELF S_A 4-[ uAOO� ADNLRM6 � 1 WU tA i „\ 1 WEATHER RESISTIVE / \ \ ,a• DARNER 9 STARTER STRIP \ \ DARRIER IOnlaTNe PLA8H16 RM6 \ iPLASHNo V'D METAL �3zALDIM+l19LL IV30o`TRM MEM ER hO1Cd�GAONP` X / \ \ OOCEAAQQ \�T—w WLLXM OR AP04NOVEOAP D GEEALA T SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — • — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR Vlb' ZIP WALL SHEATHING 114 • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdeal8ngro up.com AA 8: 0003325 Ls O F'sulwm ae LOT ABBOTT PARK LOT #9 BLK. #12 PHASE: 4C PROJECT# 418 .04 -091 1 MODEIs 4EHB "2605- HAYDEN" GARAGE 8WD90: LEFT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. C MISAIWORE EEWMER CARE SHOULD BETAKEN N KEEPINGTHE VENTPRCPERLY % e" AND 1V ALIGNED. VENT PIPE IS SEALED IF UILZED. NALN RACE SHOWN IN a' GALVANIZED USING 1--/ NAILS AT EACH CORNER. ROTNOCEMENT _ SHOL I D BE APPUED TO ALL SH NME EDGES NEAR THE OUT EWE ANC AROUND THE ENTIRE PERIMETER AS CUTOUTTHE GOOSENECNVENTOPENNGINTHEROOF RECOMMENDED IN SEVERE WEATHER COASTAL SHEATHING. SIZE THE OPENING IN ACCORDANCE WITH THE CONSTRUCTION ZONES. CHARTSHOWN. N THE EVENT A MECHANICAL VENT FAN IS USED, SEE THE VENT OPENING IN ACCORDANCE WITH VENT FAN MANUFACTURES PIPINGCW NECTKri INSTRUCTONS. DONOTCUTNTOTFIL ORRAFTERSWHENCUTTINGTHE OPENING IN THE REMOVE NTERFERNG SHINGLE NAILS AROUND THE PERIMETER OF THE OPENING SOTHATTHE NALNGFLMIGE OF THE VENT LAYS FLAT TO THE ROOF SHEATHING SURE THE TOP AND SIDE FLANGES OF THE VENT UP AND UNDER SHINGLES. ALLOVIHEEOOTTOOM VENTFWJC£S TOLAY CN -III - THETOP THES ROOF HOOD VENT DETAIL cc MO BN~ AT IS' ANGLE MODSTED 'I' CUT IN MOIeEUIN.AP AFTROVED HOUSEWMP OVER SMEATHM OVER SD &Nb WALL EXTEND NLAYIHM HIMBEL P W SILL FLEXIBLE FLASIIM DO NOT SEAL BOTTOM FIN HOLD-UP A (OSIE TUCKIR,AP (OR TUCK R.A. UNDlItl At MEAD FOLD /IOISL91 IN AT JAMN A SLOP! BILL MO. TO EXiOtlOR - \ STEP 1 A STEP 2 owaluKl STEP 7 ASPHALT PLASTIC C EM ENT MC-DED AROUND BABE OF PIPE AND OVER FLANGE ALIGN PLASISNG IV MT. ED" Or SILL RA MSCNANCALLT FASTEN PANED BOOM (CAP NASA, STAPLES) IOTA" C~ PIJlMII P AS TM PLASMM AT TWO POLD MoUsw~ DOW r TAPE DIAGONAL CUT Aawce& MEAD OP BSCOV PLUMBING VENT DETAILS ecAlc. NNALL 6' UIDE ADHESIVE - BAOOD FLEXIBLE NLASMM MATERIAL VAR DRIP CAP Jam (PROTECTO-111RAP Br-20XL - 60") ``kQ) STEP 8 WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS ALLEY CENTERLNE WIDE VALLEY FVSHNG IOfASTNERS WRHN SW ORHEAVIERFELT gOF CENTERLNS (I MRAI TNERSN END OF SHNOE UNDERLAYMEM � )(TEND END &HNOE ASPHALT I AT LEAST tE'BEYONO VLEYCENTERUNE A ROOFING / CEMENT "CLIPPED _ CORNER AT 0 4S DEO2EEt ROOF VALLEY DETAIL el APPLY OSI HTU (O EOLAL) SEALANT 4 WMDOWA" JOINT. PLUG APPLIED PLASHMG (LINGO WHITE -SEAL RC -SS am am— a Ran SILL TO CI tKm L IT 16 THE CONTACTORS R!SPONSIDILTT TO V6RFY THE COMPATIBILITY OP ALL PRODWta MCLUDM MODEWR.AP. SEALANT& A MLP-AADIRRNG 14A64M MATERIAL& USED DURING CONSTRICTION 2. &STALL ALL MATERIALS PER MAR/ACTUCIM WRITTEN aPECFICATIONS 111Mt& SEALANTS MAY FWAC7 ADVERSELT F NOT COMPATIBLE. bigm EAN AND SEAL JAMB TO SILL JONTS WITH DONS 15S FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SWOWN SMALL BE RTPLEMENTED AT ALL WNDOWS WITH EVIDENCE OF WATER NTRAION BELOW TI$ WINDOW OPENING L NiERIOR PERIMETER OF WAGONS WTM LANT MOPS, L IT 16 THE CONTACTORS IESPONDIBILTT TO VERPY T1t COPPATOUL17Y Or ALL PRODUCTS MCJJCING SEALANTS A OW-ADMERM KLASHMG MA7ERALO WED OLM4 t:OFY7RICTION. 2. PLAM(M AT EXTERIOR WINDOW! AND DOOR OFIENINM SHALL ON NSTALLM IN ACCORDACE IUTW M~AC7U0lR'6 MSTALLATION MTRICIIONS AND APPROVED MCTWM U OP PBC RIMA U IN ACCORDANCE WTN MINISTRATION PLANIVACTURE" INSTALLATION AND PLASMMG FM7RIOTION& yy EW& MALANT6 MAY REACT ADVERSELY P NOT COMPATIBLE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE,NTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 w .abdeslgngroupxom AA A: 0003325 K C >sumly. & LoT. ABBOTT PARK LOT #9 BLK #12 PHASE:4C PROJ=TLV 4181.04C-09 21 MODzu 4EHB "2605- HAYDEN" GARAGE dNA?02 LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C NO ISCAL MST WA5 \ 1/8' TEXTURED \ \ FINISH • WOOD. \ In' TEXTURED 2x6 SUET-BANb PH6H • CMU W/1'x4' NOTCH aMETAL LATH END, WRAPPED IN PEEL 1 STICK METAL FASCIA WRAP WOOD BNEATHING �\ OR CHU 01, DRIP EDGE bTUGGOYER UIRAP(FRAME ONLY) 1 UIRB LAYER R, FORTIFIBER 1/8' TEXTURED I \ BUILDING PAPER (FRAME ONLY) FINISH m WOOD I \\ 2X6 SUS BAND m ROOFING CEMENT 1/2' TEXTURED \ FINISH o CMU r \ / \ DRIP EDGE \\ METAL FASCIA METAL KICK OUT WRAP Xs' FROM \, O PL AN B STUCCO, I' FROM \\ WOOD WALL \ EXTERIOR WALL \\ (FRAME OR CMU) \` NOTE: NOTCH FOR 2X6 \ SUB BAND ONLY ®ELEVATION ®PLAN A ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I'OFF WALL KNOT INTO STUCCO) - '1/5' TEXTURED FINISH / WOOD, 1/2' TEXTURED FINISH ® 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 m WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS 6'-S' O.C. MAX. 2x SUB -BAND W/116'x4' NOTCH* END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) x " x x x" x x x x x ' x x x x x x .. . x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x i 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 - - -I I SUB BAND DETAIL® WALL SUB BAND DETAIL ® WALL W/KICK—OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH o END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Ya' ABOVE BOTTOM OF DRIP EDGE 2x SUS -BAND WA'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT f ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdosigngroLtp.eom AA N: 0003325 a N � 2 Q avaaiv. Sie L02% ABBOTT PARK IAT #9 BLK #12 PHASE:4C PnOJWT# 41 4C-09121 moDslu 4EHB "2605-HAYDEN" GAltAGs SW WG: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C J Dp.mT TE: 12/7/21 91CAM 1/4"=l'-0" ENE= WA6 TE-1 F----7 4" CONC. 0 0' 0" SLAB b of TOP OF I W ri W I 8'•0" 3'-6" SLAB 28•-2" a ,. 17 Y r-4--- 1 ---'— —FM-16x18 ----_ __—� 2'-8" i i15'4" 1,'-5" 10'-3" 4" PVC 1 1 CHASEI�i � ml § � m ro x I I T F io m i i SLAB 4I xg ILL JJ U I 11 I �6 11 11 ,,•-10" 7'-5" 20'S" d i a� ii 9 11 J—I� —CW-12x1214 11 B It L1 ��„ L1 ii o F-2 x24 W-12Xt2— II L) a iv Lv UP T02ND FLOOR in U II� = 4 N p (FfELD VERIFY I a ii� b® a EXACT LOCATION) 8 II W ?P 3 T1 Lu ^u 5 '9y 9'3" 2'•8" 9'•0' 9'-3" 9'-5" a0 I I 1A 1 N I� ,. a O I � I m #3 TRANSFER STEEL 88L rn 24" O.C. MAX ol I jk 0'-0" FIN. ELEV. m I FIN. CONC. ONC. SLAB I I m 4, �I m FMC- I 16xi8 �{ - T-4" 2 -10" 16'-0, 2'-1 . 1'-0" L— — FM•18x18 — — — — J M :31/2" 0 4"CONC. SLAB w o 2a LL • 4 4 — — — FM-121f18 _ _ _ 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 +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 10 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 WINDOVWDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.ONDICATES #5 BAR, ENDICATES #B BAR, EDICATES #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 9W HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12, SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS 05 e 30", #8 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALLALLOWIABLE SOIL BEARING CAPACITY OF 2,000>SF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE *VS 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 0) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402,602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021802-16, USING: Pm = 2,000 PSI, TYPE W" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER J OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR VWMI SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS ex6 W1.4xW1.4 OVER GENERAL 3 1!2' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. TO T LONG FM42x18 12, CONTINUOUS 161 (2)#5's FM-16x18 10' CONTINUOUS 16' - (2) *5'. +0-0 FM-20xl8 20' CONTINUOUS 18" - (2) 05's FMC-16x18 16, CONTINUOUS 16" - (2)#5's - VARIES CW-12X12 17, SEE PLAN 17 - (2) #5's - + 0'-0' CWCd2x12 12' SEE PLAN 12' - (2)#Us - VARIES F-24x24 24" 24"LAN 12' (1)#5's (2) #5'6 TE-1 e" SEE P B" - 11) #5's 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeolgngroup.00m AA #: 0003325 M is In21. o i loss Y C 3 5 Ll 4 milumv. & IAT: ABBOTT PARK LOT #9 BLK #12 PHASE: 4C PROJECT# 04181.04C-09121 mODz l 4EHB "2605- HAYDEN" OARA0Z 811MCO: LEFT PAGM: FOUNDATION PLAN 160 MPH EXP. C O DATE: 12/7/21 mcALE: 1/4"=1"-0" DHEET s1 3V MIN. EACH WAY MONOLITHIC FOOTING t 9TEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED -_ —"— -- •�o. Y g CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS d a CELL SEE PLAN FOR SIZE AND 'I, SPACING REQUIREMENTS R .. •. �•• a € •y� —„`... T_ GARAGE DOOR RECESS �FM g m 1 WW 9 w B• 8" CMU WALL 8" CMU WALL • CORNER BARS, SAME SIZE AS LARGER BAR IN FOUNDATION WITH 30' LEG EACH y (y TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS � III S SO THAT THE STEEL REINF. IS CONTINUOU TOP OF SLAB . MATCH AMOUNT OF CONTINUOUS BARSCURB FOR SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA EXT. PORCH SLAB CHAMFER (iSTORY) #3 18" EXT. PORCH SIAB _. SEE SLAB SCHEDULE 4" CHAMFER (1STORV) LIMASONRY F` CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE =p. UNITS SET AT ELEVW/ 1/2" ISOLATION CHAMFER (2STORY) (WHERE#4 24" gA�. W/ 1/2" ISOLATIONJOINT ( )6" CHAMFER 2STORYAPPLICABLE)EE SCHEDULE #5 30, JOINT (WHERESEE APPLICABLE) SCHEDULE 4' WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING R WXD, BAR SIZ #8 "S• FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST BAR QUANm1' AND BAR OUANTITV ti NUMBER OF BARS (te. 2 TO 3, PROVIDE 2 BARS), UNO #7 42' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 scALE:34"=1'-0 2 SCALE: @ GARAGE 3 CORNER BARS DETAIL DOOR OPENING 4 SCALE: 3/4^=1'-0' SCALE: 3/4"=l'-0' (1) #5 REBAR VERTICALLY W/CONC. POURED CELL LAP TOP PLATE A MIN. Or 1 S e" CMU AND NAIL W/ 16d COMMON Qa� NAIL S, 2-ROWS, 4" O/C BTM. VERIFY E g #4 REBAR �24" O.C. CENTER OF SLAB LAP TO OCCUR OVER STUD OF WALW/ PLAN L 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING i g z WALL W/ SYP No 2 STUDS SEE U NEW REINF. BAR PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURED W/ 2-PART PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO — 2" CAPPED °j EPDXY. MIN. EMBED SLAB WAOd MASONRY GALVANIZED PIPE a 8", LINO NAIL 17' O/C STAGGERED. W/FLANGE ®BASE i FOLLOW ALL MANF. ADDITIONAL METAL n § y I 4" CONC_ REINF. W/ 'k6" m � I SPECIFICATIONSFOR USE AND CONNECTORS NOT REQUIRED WHEN NO '2 #10 WAM ON " { § PREPARATION OF UPLIFT IS PRESENT. -MIL POLY ETHYLENE VAPOR BARRIER ON I� n j o C 4' HOLE. w 11-0 SEE SLAB SCHEDULE WELL -COMPACTED a ri CLEAN FILL TERMITE SECURE FLANGE TO SLAB W/(4) 1/4" X 2 1/4" 0 TREATMENT SHALL BE TAPCONS Q? TOP OF SLAB BORA-CARE P (2) CONT. #4 REBAR CHAMFER (I -STORY) (I-STORY)F —~ ° 6" CHAMFER (2-STORY) a (2)#5 REBAR ON CHAIRS4• 12" MIN. DEPTH INTO 2,000 PSF VIRGIN SOIL OR 95% eQ eQ SEE SCHEDULE FOR D, BAR SIZE MO. VIRGIN OR ENGINEERED SOIL s SOIL � AND BAR QUANTITY SLAB HEIGHT LESS THAN 3'S" H 000 PER PLAN ADDING BAR TO OR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP BOLLARD MONOLITHIC FOUNDATION OEM_:34"=, ° (NO UPLIFT) �j FOOTING W/ BLOCK WALL SCALE:34"=1'-0' SCALE:34"=1'-0 1 A SCALE: 3/4"=1'-0' LAP TOP PLATE A MIN. OF 49' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4"O/C BTM, VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE STEEL REINFORCING IN GROUTED PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE ST. PLATE 70 ELL SEE PLAN EMSIZE �D SPACING REQUIREMENTS PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL 12" O/C STAGGERED. ADDITIONAL METAL m w $ O CONNECTORSNOT O m REQUIRED WHEN NO 8" CMU WALL b UPLIFT IS PRESENT. • POURED LINTEL CONT. (TYP.) f • B" CMU FILLED CELL (TYP.) o•• TOP OF SLAB .a. TOP OF SLAa SEE SLAB SCHEDULE 2X WALL FRAMING •_ 0'-0" TOP OF SLAB �~ 1/7' DIA. SIMPSON STB2 BOLTS 5' MINIMUM EMBEDMENT INTO ' SEE SLAB SCHEDULE °• a" BAR SIZE 48 BAR DIA EXT. PORCH SLAB 4 } 4" CHAMFER (1STORY) • GROUTED CELL, 4" FROM ENDS AND W/ 1/2" ISOLATION #3 18" P+� 6" CHAMFER (2-STORY) . 16" O.C. VERTICALLY MAX JOINT (WHERE • #4 24 APPLICABLE) MATCH STEEL #5 30' ° SEE SCHEDULE REINFORCEMENT 6" PVC CHASE �. #6 42' THRU FOOTING PER SCHEDULE #7 47' 6" PVC CHASE THRU FOOTING FOR WXD, EAR SIZE r1 AND SAR QUANTITY MATCH STEEL J SEE SCHEDULE REINFORCEMENT INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRIG WALL TO FOR WXD, UAI SIZE AND BAR QUANITITI' PVC CHASE PER SCHEDULE a BQALE:3/4"=l'-°' (NO UPLIFT) BLOCK WALL CONNECTION THRU FOOTING 11 SCALE: 3/4"=1'-0' 12 3/4"=1'-d' SCALE: 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.a Lldesi8ngroup.com AA #: 0003325 Z q ZZy X o a L.'J aysDlV do LAT' ABBOTT PARK LOT #9 BLK #12 PHASE:4C PROJECT# 04 .04C-09 2 KODZU 4EHB "2605—HAYDEN" GARAGE a`111IndG: LEFT PAGE: DETAILS IW,MPH EXP. Dw' 12/7/21 aCA=: 1/4"=1'-0" a:tEET S1.1A FIRST FLOOR DOWEL PLAN SCALE: 114" = P-0" I N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdesigngroup.mm AA #: 0003325 LA 2 O 4 aUBD:v ae LOTs ABBOTT PARK LOT #9 BLK. #12 PHASE:4C PROJECT# 418 .04 —0912 MODEL 4EHB "2605— HAYDEN" OAVL&GE STIMO: LEFT PAGE: FIRST FLOOR DOWEL PLAN 160 MPH E . C DA "/7/21 DCAM 1/4"=1'-0" aiim= S1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 1WHOOK -GROUTED BOND BEAM I L VARIES PER ELEV. CLEAN OUT REQUIRED FOR INSPECTION A, .d, ) TIEVERTICALREBAR . TO HORIZONTAL ... d.: REBAR W/td'HOOK �y BAR SIZE 48 BAR DIA #3 18" #4 24" J #5 #8 3d' 3B' HORIZONTAUVERTICAL #r 47 REINFORCING NEW REINF. BAR SECURED W/2-PART EPDXY. MIN. EMBED g 7 8", LINO m d FOLLOW ALL MANF. Q SPECIFICATIONS FOR I USE AND j PREPARATION OF HOLE, a �? d d .d STEEL REINF. OF BOND. BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3/4"=1'-d' A Z N OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA METHOD #4 24' HORIZONTAUVERTICAL 2 REINFORCING #7 4T SCALE: 3/4"=1'-d' STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND a SPACING REQUIREMENTS Q m b� S. CMU WALL TOP OF SLAB EXT. PORCH SLAB SEE SLAB SCHEDULE 4" CHAMFER (1STORV) BAR SIZE 48 BAR DI0. h W/ 1/2" ISOLATION 8" CHAMFER (2-STORY) 18' JOINT(WMERE ♦ #4 24" APPLICABLE) i MATCH STEEL06 its 3d' 6" PVC CHASE f !. REINFORCEMEM PER SCHEDULE THRU FOOTING #7 q2" SEE SCHEDULE FOR Wxo, BAR SIZE AND MR QUANTITY PVC CHASE THRU FOOTING 5 SCALE: 3/4"=1'-d' #5 BARS I. REINFORCEMENT PER SCHEDULE CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS E. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesIgngroup.com AA #: 0003325 C N xw 0 BUDDIV. ac LOT. ABBOTT PARK LOT #9 BLK #12 PHASE:4C PxojwT/ 04181.04C-0912 MODZI- 4EHB "2605- HAYDEN" GAMALOM Swats: LEFT PA01C: DETAILS 160 MPH E . C a RDIT DATIL 12/7/21 SCALE: 1/4"=1'-0" SHEET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA18 W/(9)10d x 1 IQ" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE, CONNECTERS ARE TO BE GALVANIZED. 8. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE 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 WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S38, .177"' x 2 7/8" LONG, WITH WASHER Q IW 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. HEADER SCHEDULE MARK sm DP�N REMARK O (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O. B. = TOP OF BEAM / B.O. L. = BOTTOM OF LINTEL/ T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (rc SIZH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x18 (1)#5 (9)#5 N/A GROUTED SOLID BB2 MASONRY 3000 8.6 (1)#5 N/A--T GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 114 • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748079 FAX: 407-7744078 ww W.abdeelgngroup.eom AA #: 0003325 psi C alvsniv. ac L,oI' ABBOTT PARK LOT #9 BLK #12 PHASE: 4C PROJECT# 04181.04C-09121 HOaaL4 4EHB "2605-HAYDEN" GAP-**Z BTIDM: LEFT PACL': FIRST FLOOR LIFT BEAM PLAN AND NOTES %160 MPH E 0c DAB'" 12/7/21 8CAL E: 1/4"=1'-0" altUX'T S2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOT( — 30"TYPICAL #5 BAR IN BOND BEAM — CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4•=1'-0' OPEN FACE SHELL SO AS TO ALLOW BEM BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM SINGLE BOND BEAM AT HIGHER ELEVATION SINGLE BOND BEAM AT LOWER ELEVATION #5 BAR BENT AS SHOVMI a TA #5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS AT CORNER STEP 3 SCALE: 3/4"=1'-0' PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. S NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING, 2. IF BOTTOM STEEL IS REQUIRED PLACE 05 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)#5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE 5, SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. T I F=FILLED W/GROUT U = UNFILLED NOMINAL # OF #5'S, IN 2ND BOND WIDTH BEAM COURSE 59 16-1 T/1 M/ B pP NOMINAL—� e HEIGHT # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX- 1 T/IMMB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM AND XFXX - IT,OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX -1TA M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST '•31/4" WINDOW SILL Z i SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION SINGLE #5 CORNER 1 BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF, OF FILLED CELL - BOND. BEAM PRO RAT EOVIDE #5 BAR ACH SIDE STEEL REINF. OF OF ELEVATION BOND, BEAM CHANGE CHANGE IN 7 ELEVATION OF BOND BEAM SCALE: 3/4"=1'-0" TYP. B'SE BEb �1;M5 BOND AM 1;Y6 TYP. 8'SA8" b BOND BEAM ��#5 8xl6 DBL BOND TOP OF BEAM W/ (1) #6 BAR BOND BEAM EACH COURSE 8xe BOND BEAM T W/(1)#5 BAR .y�; BOND BEAM GROUT SOLID FROM T P LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 Bx8 PRE -CAST CONCRETE LINTEL W/(1)#5 BAR(L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING-2" BEAM DESIGNATION OR n 8.8 PRE -CAST CONCRETE ` SCALE: 3111' 1I -0' LINTEL, W/O STEEL(L,) REFER TO PLAN FOR LOCATIONS Tn PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZEA45 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1W EMBEDMENT 2.6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE.300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-114' EMBEDMENT 2x8 (MIN 2X 3)2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT i 2X4 SOLI. BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 1B" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK EA END EMBEDMENT OSB SHEATHING WALL ARCHWAY FRAMING DETAILS 5 NOOONU M FABIB)®l8)MLYN d6=Y'MIN, 2 'MAX s, = 2 1" MIN, 8" MAX Mai s =1 �' MIN, 2 J' MAX ed = t' MIN, 2 �' MAX d, =Z' MIN, 2 J' MAX s = 2 r' MIN, B" MAX mad s, =1 �' MIN, 2 �' MAX ed = �'• MIN, 2 �" MAX d• =7 MIN, 2 J' MAX s, = 2 t" MIN, e" MAX Q42k$ s, =1 ?'MIN, 2 ?'MA)(' ed = t' MIN, 2 ?'MAX 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS NOTE: ... ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN ... ALL NAILS PENETRATEALL LAMINATIONS AND AT LEAST 1 t' OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: 16 = END DISTANCE s. = SPACING BETWEEN ADJACENT FASTENERS INA ROW —SPACING SPACING BETWEEN ROWS OF FASTENERS ed = EDGE DISTANCE 6 DOUBLE STUD W/ 10d NAIL ATTACHMENT SCALE: N.T.S. d N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 a 2 c sO v SgQT Q N sxnmly at Liom ABBOTT PARK LOT #9 BLK #12 PHASE: 4C PROJECT# 041 .04C-0 121 MODRIA 4EHB "2605- HAYDEN" OAleAoa aWnuoz LEFT PAGE: DETAILS 160 MPH E . C 00 v PaDpr DATIL 12/7/21 8CALE: 1/4"=1'-0" exSaT S2.1A "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 LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOAD -POUNDS PER LINEAR FOOT TYPE 8U8 W O-OB 16-ITro 1T ITIN 1TM -1Tro8 TYPE 8/8 PLAIN 818 SOLID TYPE W*&IT WIG -IT M20.1T 8/24-IT W 20-1T 91921T LENGTH 816.18 16ttn 1rn lrns ttns 1rr1s LENGTH LENGTH e182r BH62T er202T Wr242r VZDe r 9nA 3•-0• PRECAST 1438 9R 3114 4217 5321 6426 7631 3' 8' PRECAST 8� 1024 3' 8' PRECAST 1560 304 4364 5263 0132 7001 2466 6113 ow770E owl '10000 1580 394 4304 6263 $132 7001 4'-0' PRECAST 1086 700 23M 3125 3945 4765 5667 4'-0' PRECAST 514 783 4'4' PRECAST 1363 300D 3015 4670 GM W79 1961 0113 7102 e624 7027 8751 1363 3080 3815 4670 5325 O079 4'4r PRECAST B19 688 1770 2400 3033 30M 43M 4'-0" PRECAST 398 591 4'$' PRECAST 1207 2592 3375 4043 4711 5379 1e25 5743 7547 8752 0641 7566 1207 2707 3375 4043 4711 5379 5 4' PRECAST 931 1247 I= 2560 3123 3686 4249 PRECAST 411 411 5'�' PRECAST 1016 1W08 2374 2044 3613 4084 1319 4400 7190 7342 5780 am 1016 227e 20M 3309 3961 4064 5-10' PRECAST 817 1024 1631 2090 250 3009 3470 SAW PRECAST 340 339 5'-10' PRECAST we 1499 1971 2443 2915 33B7 1161 sms 5877 e03e am b776 929 2060 2503 3107 3820 4133 6' 8' PRECAST 1130 3227 3031 3707 4383 50e1 PRECAST 410 721 8'$' PRECAST an 1201 1578 1955 2= 2709 1139 3227 408 7D64 10OD0 8W25 835 1m 2329 279D 3251 3712 T 8' PRECAST b70 9N 2406 22D6 280E 3191 88e6 T 8' PRECAST 303 534 T 8' PRECAST 716 ow'1181 1462 1743 2025 m 2W6 3408 4064 7087 6472 727 1624 2M 2425 2627 322E 9'4• PRECAST 428 ea8 1693 2204 2481 2818 2821 ��' PRECAST 192 384 9'�' PRECAST 454 5e6 7W7 946 1129 1310 639 1674 ZW 3081 4009 4N9 672 1318 1643 1960 2164 2519 10$' PRECAST 988 487 1247 1767 1004 2163 2026 10'$" PRECAST 151 30i 10'$' PRECAST 356 460 612 755 e99 1042 560 1407 1897 2781 3222 5781 604 Ilea 1472 1763 1710 I989 1 V-4' PRECAST 330 544 1312 1742 2262 2889 3699 11'�' PRECAST 132 417 11' 4" PRECAST 430 400 690 663 m en 544 1912 1742 2262 2886 8562 486 1042 1372 1843 1470 1710 12-0• PRECAST ma12'-0' 507 1210 1696 2048 26M 3191 PRECAST 111 370 12-0' PRECAST 383 386 476 587 BB8 783 607 1210 1698 2048 26B6 8171 1 440 940 1300 1580 1314 1478 13'-4• PRECAST 270 433 1045 1365 1732 2157 2535 13'14' PRECAST 82 298 13'�' PRECAST 308 309 393 484 575 645 414 1045 1365 1792 231E 2W5 998 780 1057 1312 1071 1203 14'4' PRECAST 254 388 97W 1272 low1988 2279 14'4' PRECAST 71 293 14'4)' PRECAST 279 276 3e0 443 626 me 300 978 1272 1806 1960 2389 378 717 9e1 1192 975 1133 14'-B' PRESTRESSED N.R. MR MR MR MR MR MR 14:8' PRESTRESSED N.R. 283 14'$' PRESTRESSED240 239 422 50e 026 746 806 459 1079 1420 104 2277 2712 663 980 1237 1474 1715 151-C PRESTRESSED N.R. MR MR MR MR 15W PRESTRESSED N.R. 252 '15'-4' PRESTRESSED 224 4E4 664 793 41 412 1014 1940 70 1703 2118 2619 290 618 816 908 13 1134 1963 1b72 1Tr4• PRESTRESSED N.R. NR MR MR MR NR MR 1T�4• PRESTRESSED N.R. 183 1T�' PRESTRESSED 187 329 385 451 587 e80 300 88 1121 1413 1730 2047 192 5" 720 501 1135 1312 19'-4' PRESTRESSED N.R. MR MR MR MR MR MR 19'A' PRESTRESSED N.R. 148 19'�I' PRESTRESSED 162 286 346 430 613 Go 236 736 950 1200 1467 1710 ISO 420 023 803 960 1098 21'r4" PRESTRESSED N.R. MR MR MR MR MR MR 21W PRESTRESSED N.R. 125 2TW PRESTRESSED 142 219 300 381 464 627 1B0 88 833 103E ties 1468 142 373 $37 8B0 BIG 943 2Z-W PRESTRESSED N.R. MR MR MR MR MR MR 2Z-W PRESTRESSED N.R. 118 22'-0' PRESTRESSED 137 228 200 359 428 497 165 650 784 092 1203 1381 137 358 513 770 900 24'-0" PRESTRESSED N.R. MR MR MR NR NR MR 24'-0' PRESTRESSED N.R. 91 24'-0' PRESTRESSED 124 124 174 245 302 380 418 129 460 864 824 1014 1147 319 1 456 581 1 ee7 7e3 - ALL VALUES TAKEN AS THE LESSER FROM'SAFE LOAD TABLES' BY QUALITY 2018 EDITION, LOTT'3 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 4.OF BEARING PAST EACH SIDE OF WINDOW OPENING 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesWngroup.com AA 8: 0003325 rn 0 8ZJSDIV. d< LAT. ABBOTT PARK LOT #9 BLK #12 PHASE:4C I'ROJI:CT* 418 .04 -09121 moaau 4EHB "2605-HAYDEN" OARAGZ 8WING: LEFT PALM: SAFE LOAD TABLES yj 160 MPH EXP. FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 VW(9)10d x 1 IQ" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, 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. S. 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 HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER Q 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1, ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LSS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK $ 6 BASE PLATE OR I REMARK DEBCRI. REINFORCEMENT WD_1 4X8 (3 )�"x5 }4") SYP. HTT4 —18" DIA x 5" 5/S3.1A PT., WOOD POST EXP. BOLT r--------- FIRE 3/4" SUB FLOOR 2X4 NAILER PRE•ENG. FOR DRAFT STOP FLR. TRUSS _ ELEV. VIEW PRE-ENG. FLR. JOISTS III 3/4" PLYWOOD I DRAFT STOP 'I 1 PRE-ENG. FLR. JOISTS II I�1 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFTSTOP PLAN VIEW DRAFT STOP DETAILS II II II II II II II II II it II II II II u X u n u 0 u u u u u u u n II II II p II II II II II II II II II � o n n u u n u n u u u n n n III al IL II II II IIJ311 II II II 11 II II II II II II II 11 11 11 II II II II II 2X4 WOOD WALL II II II II II II II II II 11 II SYP. NO2 STUDS II II 2x4 WOOD II 11 II II 11 12"°° II �j WALLWO II II II II I� II 1 '1 SYP. N0.2 / u u u n u n n STUDS 1a1 u n u n V / u II II II II D, II II II 12" o.c. II II II II II II L' II n liu II 11 I ..�l II I 1 IN-DBL STUD �II II „ it PROVIDE ORAFTSTOPPMG 2X4 WOOD II WALL W/DBL. ALONG THISTRUSSTO STUD LIMIT AREA II PII EACH JOIST () B1000Z .E„ II II IIUNDER II 11 11 11 — II II 4 PRE"FABRICA7e. FLOOR —JOISTS®wo.C_— 1 I MEG II II : J5EE a ■ N N 11 II y/q I 1 II II n CJ3E_I 10 X X X 11 II II _I EJ8E I __ i _— FIRST FLOOR FRAMING PLAN SCALE: 1/4" = V-0" WOIST BM7 TO CMU WALL W/ SMPSON LO111M8;3D�VW (4) �' x 4' TITENHDANCHORSAND(4) z2)V SDS SCREWS M BM1 CJ1E 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngmup.00m AA #: 0003325 G O aumly at LoT: ABBOTT PARK LOT #9 BLK #12 PHASE: 4C PxoJECT# 4 81.04C-091 1 MODEL' 4EHB "2605-HAYDEN" GARAGE 8WDfGI LEFT PAGE: FIRST FLOOR FRAMING PLAN 160 MPH EXP. C DATE: 12/7/21 SCALE: 1/4"=1'-0" sttE CT s3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1 Od x 1 j' NAILS TO TRUSS 13 (2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 18d x 1 �' NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(l) SIMPSON LGT2 GIRDER TIEDOWN MATH (16) 10d x 3 t' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) l6d x 3 � NAILS TO GIRDER 1 x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. lx2 SECURED W/ 10d GALV. COMMON NAILS 1 T O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 7' x 4", 8", 8" x 4'-0" MAY BE ADDED W/ 1 Od NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24!'O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 1 C&TYPICAL TRUSS/ lbilc) GIRDER CONNECTOR(S) -CA SECURE I -JOIST TO TOP PLATE W/ (2)12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL, TOP PLATE �� BAOIQR BLOCK T1BGB�6 4500 3/4"WOOD PANELS 6000 (2) 12" WOOD PANELS 60 (2) 12" WOOD PANELS 90 2x LUMBER <,� W4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG IJOIST 5/8" GYPSUM BOARD OR 12' HIGH STRENGTH CLG. BOARD PROVIDE BLOCKING 2" GYP. WL. BD, SECURE BT. PLATE TO SLAB W/1 Od MASONRY NAIL 12" O/C STAGGERED. ADDITIONAL METAL CONNECTORSNOT REQUIRED WHEN NO UPLIFT IS PRESENT. 4 I -JOIST CONNECTION L.B.W. SCALE:—=1'-D" (NO UPLIFT) OUTER 113 ( SPAN ONLY BTM.- PLATE DEPTH 1/4•0 —HOLE EDGE>5/8" —HOLE DIAMETER <215•D SGL, STUD STUD NOTCHING AND BORING LIMITS 6 scALe 1 1rr=r-a' EDGE>5/e" HOLE DIAMETER < 3/5'D DBL STUD ENGINEERED WOOD TRL ® 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 — TRUSS ANCHOR WITH (9) 10d x l �' NAILS TO GIRDER. PROVIDE 6' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOF/WALLIFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 7x 4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) r x 5" TITEN HD TO CMU AND (12) SDS J' x 2 ?'TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) �' x 5" TITEN HD TO CMU AND (18) SDS j' x lx2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL 2x SECURED W/ (3)18d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH GALV. COMMON NAILS. (2) } x 5"TITEN HD TO CMU AND (18) SDS t' x Y lx2 SECURED W/ 10d MASONRY BCND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12, O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LEIS (20113 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL ROOF 2a 2b 2c GIRDER CONNECTOR(S) SCALE: 3/4"=1'-0' � aAC103A61rOpL 4500 314"WOOD PANELS 6000 (2) 12"WOOD PANELS 60 (2) 12"WOOD PANELS 90 2z LUMBER LSTA' 2 20 GAUGE W/ 10dx1/2 HDG COMMON NAILS. EACH END TOTAL OF 10 LVL/I-JOIST WITH BACKER BLOCK HTT4 W/ 5/8' A.B. WITH MIN, 7"EMBEDMENT TO SLAB & (18) 16d x 2-112" NAILS TO POST. POST TO SIT DIRECTLY ON SLAB 4. LVLNVOOD POST CONNECTIONS 5 SCALE: 3/4"=1'-0' A- SIMPSON IUS1.81/16 G < 1400 LBS, U < 70 LBS W/ 12) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14) 10d GALV, COMMON NAILS TO HEADER FL#17241 B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14) 1 Od GALV. COMMON NAILS TO HEADER FL#17241 C - SIMPSON MIU3.56/16 G < 2900 LBS, U < 210 LBS WI (4) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2)10dxl-12' GALV. NAILS TO JOIST FL#17241 D - SIMPSON HHUS7.25/10 G < 4140 USE, U < 1610 LBS V# (8) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10) 16d GALV. NAILS TO JOIST FL#25749 E - SIMPSON MIU4.75/16 G < 3456 LBS, U < 210 LBS W/ (8) 3/4"° WEDGE-BOLT/J-BOLT, 6" MIN, EMBED 16d GALV. COMMON NAILS TO HEADER AND (2)10dx1-1/7' GALV. NAILS TO JOIST FL#17241 WOOD LEDGER ATTACHMENT DETAIL 9 SCALE: 3/4"=1'-0' 6-0' MAX (W/1x4) OR 10-0" MAX(W!X4) T MAX, OR 2x4 BTM. CHORD BRACING 10'-0" 0/C MAXSECURED WI (2)10d COMMON NAILS AT EACH CHORD INTERSECTION TYP. # 1100 UPLIFT SIMPSON - HTSM20 W/1010d TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLEDON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4)1 W x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM �— TITEN 2 ANCHORS MIN. 2" COVER & 2"APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-(T DIAGONAL A. CHORD ICING, SEE IN FOR LOCATION Y NOT BE )UIRED A. CHORD OF OD ROOF TRUSSES _..J WALL OR OTHER END TYPE CONDITION, IF DEPICTED SEE PLAN 6 BTM. CHORD BRACING SCALE: 3/4"=1' 0' PERPENDICULAR TO I -JOIST (2) 2X12 2C MAX. W/ 2e MAX. W/ r MAX. END SYP. P.T. OF SHEATHING WOIST (JOIST SPACING FRONT SEE FRAMING PLAN l TYP TYP LEDGER "� END OF • • LEDGER ���LLL.....� e .0 b • BOARD <` f1Y b (2) 2X12 SYP P.T. (2) 3/4" EXP. BOLT LEDGER BOARD TO J-BOLT OR TITEN BOLTS REAR BE USED PERPENDICULAR W/ 2" WASHER & 5117' LEDGER WITH (JOIST MIN. EMBED. (TYP) PARALLEL TO I -JOIST 12)2X8 24" MA%. W/ 24" MAX W/ 8" MAX. END SPACING SYP. P.T. t /3 OF SHEATHING SEE FRAMING PLAN 1JOIST (JOIST TYP TYP FRONT LEDGER ;y a END LED OF LEDGER d ,... b %;y d • • BOARD d s 2X8 SYP P.T. 1/4"X6" TAPCON �.Y LEDGER BOARDTO W/ 3" MIN. EMBED REAR BE USED PARALLEL TYPICAL LEDGER �= TO I -JOIST 1. ENSURE THAT EXP. BOLTS/J-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS, WALL AROUND BOLT. 2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 3. ALL BOLTS TO HAVE WASHERS. 4. EXP. BOLTS/J-BOLTS/TITEN BOLT SHOULD NOT BE ANY CLOSER THAN 6"O/C. 5. ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. FLOOR JOIST LEDGER SCHEDULE MARK ISIZE I BOLT SIZE IMIK EIA0167ANCE CFNTMI SPACING A DOUBLE SYP 2ze 1/4" S, 24" O/C MAX B DOUBLE SYP 2x12 1 (2) 3/4" 1 8" 24" O/C MAX A. FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" x 6" TAPCONS W/ MINIMUM 3' EMBEDMENT. B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x t0' EXP. BOLT/J-BOLT/TITEN BOLTS W/ 5-12" MINIMUM EMBEDMENT C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS 10 WOOD LEDGER DETAIL(I-JOIST) SCALE: 3/4"=1'-0" (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ 13) 12d 0 EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENTAT COVER 5 TRUSSES) 4'-0" 0. C. (AT SHEATHING 0'-0'. TO 30'-0- (1) "X' BRACE SEAMS) 30,-1" TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE (1) "X" BRACE @ CENTER TO BLK W/ 12" DIA (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/7' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6' SEE ARCHITECTURAL MIN. EMBED. AT 37'OC MAX PRE-ENG GABLE TRUSS SECURE GABLE TO 2,8 P.T. PLATE W/ 12d's 8" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2x4 SECURED W/ (2) 10d'S @ EACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END PRE-ENGID TRUSS scALE:a4"=1'_a' THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fl AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=T-0' 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774,6078 FAX: 407-7744078 W W W.abdeefgngroup.dom _AA #;_0003325 0 C sysDly. at]#12 ABBOTT LOT #9 BLPHASE: PROJ=T:p 04181.04C-09121 MODEL 4EHB "2605— HAYDEN" OARAOs 8WnCO: LEFT PACs: DETAILS (I —JOIST) 160 MPH EXP. C SIMPSON H6 WN (B) Sd COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON HS W/ (e)8d COMM—u°u e EACH END IJOIST � LVL_/ PLATE STRAPS W/ tOdx l 1/2" HOG NAILS WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL 2 SCALE: 3/4"=1'-0' 8" CMU WALL REINF. PER PLAN PER ELEVATION N �C� PER ELEVATION A. 2x4 P.T. CEILING NAILER W/ MASONRY NAILS a 12' O.C. 1X2 FIRE -STOP #8 WOOD SCREWS x 2" LONG C 3" O. C.; AS SHOWN 08 WOOD SCREWS DBL. 2X8 P #2 LEDGER. x 2" LONG ® 3" O.C.; [STAGGERED BEFLOORSYJOIST LEDGER STAGGERED OFF SCHEDULE, 10B3.1A CENTERLINE W CMU WALL _ 3/4" AS SHOWN X 6" TAPCONS REINF. PER PLAN R EL VATION a IJOIST (SEE ' IJOIST (SEE FRAMINGPLAN) i FRAMING PLAN) PER ELEVATION 21" MAx. (2) 2x4 P.T. WI ?� DBL 2X12 SYP #2 LEDGER. SEE MASONRY NAILS (m12, O.C. 1r BOLT SCHEDULE, 10/S3.1A. SECTION DETAIL AT I -JOIST PARALLEL TO EXTERIOR WALL 3 1X2 FIRE -STOP SECTION DETAIL AT I -JOIST PERPENDICULAR 0TO BEARING ON EXTERIOR WALL SCALE: 3/4"=l'-0' PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-fY' O.C. (AT STRAP TRUSSTOPL. PRE-ENG o PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ Zr O.C. NOT SHOWN FOR CLARITY) MAX 0 2X4 DIAGONAL BTM. CHORD PER ELEVATION BRACING. SEE PLAN FOR LOCATION FOR STRAPPING SIM VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TR1188 TO TOP PLATE 5/8" GYPSUM BOARD OR 12" HIGH W/ 1/2' DIA. ANCHOR BOLT W/2" A - SIMPSON MTS12 STRENGTH CLG BOARD 4x4/4x6 SYP NO. 2 WASHER SET IN HIGH U < 990 LBS W/ (14) 10d SECURE TRUSS TO TOP PLATE wd (2) WOOD POST TO STRENGTH EPDXY 8" MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32' OC MAX. B - (2) SIMPSON MTS12 DOUBLE 70P PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14) 10tl BELOW FOR PLATE W/ 12d's 3' O C. MAX GALV. NAILS EA STRAP hy2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC.POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE 14. O• PROVIDE BLOCKING :p: SIMPSON SPH4 OR SPFO BTM 12" GYP. WL 80. AND TOP PLATE ANCHORS W/ tOd x 11 COMMON NAILS SECURE BT. PLATE TO SLAB W/ x4 CONT. 2SECURED W/ (2)10d's ® EACH FILL ALL HOLES, DO NOT USE 1/2"x9" WEDGE ANCHOR W/ Z' TRUSS TO BE INSTALLED® 10'-0'O.C. MAX. 10d x3' WASHER SET IN HIGHSTRENGTH TRUSS/WOOD POST CONNECTIONS EPDXY 5-12 EMBED. MIN. a 16' 1 Oa 10b 1 Oc SCALE: 3�4"=1'-tl' OC MAX GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL „ „�2011014 SCALE: 3/4"=1'-0" 'a• A - SIMPSON MTS-12 U < 990 LBS W/ (14) 10d GALV. NAILS. PM CONNE # • B-BIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4"x3"SDS,(1)5/8"A.T. R. TO HDU4 AND (10)1/4" X 212" SDS TO POST TRUSS CONNECTION @ L.B.W. POST M BLAB CONNECTION A&B - SIMPSON ABU44Z POST BASE <U.1,000 G5,660 W/ 518 DIA x@' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 518 DIA x T EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" AB. WITH MIN. T' EMBEDMENT TO SLAB & (26) 16d x 2-12" NAILS TO POST. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77 078 FAX: 407-774-4078 wwwLbdosigngroup.com AA #: 0003325 4 SUDDIV. Sc LOT. ABBOTT PARK LOT #9 BLK #12 PHASE:4C PROJl.CT# 04181.04C-091 1 MOD371 4EHB "2605- HAYDEN" OAR40M asutO: LEFT PAOi4: DETAILS (I -JOIST) 160 MPH EXP. C ow D TO 12/7/21 SCALE: 1/4"=1'-0" aHmmT s3.1B ,1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 WwW.abdesWn8mupxom AA #: 0003325 C q a d 0 mvsaiv &14C ABBOTT LOT #9 BL PHASE: PROJECTIP 04181.04C-09121 MODZI : 4EHB "2605- HAYDEN" *AWAQZ SWUM, LEFT PAGE: SECOND FLOOR DOWEL PLAN 160 MPH EXP. C SECOND FLOOR DOWEL PLAN SCALE: 114" a P-0" FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA18 WW(9)10d x 1 IZ HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) lGd x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG 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. 8. 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. 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 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 Q 18" 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, HEADER SCHEDULE MARK p.=TM REMARK. tO (2)2X8 BEAM SCHEDULE INDICATES OPENING BELOW/ T.O.B.=TOPOF BEAM I B.O.L. =BOTTOM OF TEL/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 (w) WxH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 Bx18 (1)#5 (1)#5 NIA GROUTED SOLID SB2 MASONRY 3000 8x8 1J 45 NIA GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES U.N.O. PROVIDE BB2 MERE ROOF TRUSSES BEAR, TOP OF WALL EL 17'4" BF8-IT/OM/OB 1.----------'1 IF8-1T/OM/08, 8F8-1T/OMNB 8F8-iT/OM/OB ♦ 1 � ------------------------*- -a i L------------------------ SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = l'-0" 1 1 1 1 q 1 1 1 1 it WAM alp 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 w .abdeslgngroup.00m AA 5: 0003325 W ks� ra I O avaniv. "07' ABBOTT PARK LOT #9 BL# PHASE: 4K PROJECT# 04181.04C-09121 MODZX: 4EHB "2605- HAYDEN" GARAGE SwIMO: LEFT PAOX: SECOND FLOOR LIFT BEAM PLAN 160 MPH EXP. C "LOTTS 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 PLF LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 ere-0e 1e-1 1r lrroe 1rro9 lrroe TYPE LENGTH 8/8PLAIN 818SOUD TYPE LENGTH ae-1r en6.1r ergo-tr en4-tr er29-tr 9r�2-1r 816.19 6.1Tn 1Tn 1Tn 1Tn 1Tn &62T a1162T I B2Dv a24.2T aw &U-2T 3'4' PRECAST 1438 952 3114 4217 5321 6426 ml 3'4' PRECAST 689 1024 3'4' PRECAST 150 3524 4394 5203 6132 7001 2405 6113 6395 7706 0031 lo000 1569 3524 4394 520 $132 MM 4'-0' PRECAST 1085 700 2305 3125 3046 4765 5667 4'4r PRECAST 514 763 v4r PRECAST 1353 SM 3815 4FM 5925 6079 19a1 6113 7102 am 7627 oml 1303 3080 3816 4670 6926 e079 4'4' PRECAST 819 533 1770 2400 3033 3666 4300 V4' PRECAST 398 591 4'4• PRECAST 1207 2582 3375 4043 4711 5379 le25 1 5743 7547 9M 8641 7606 1207 2707 3375 4043 4711 5379 5�' PRECAST 931 1247 1990 25W 3123 36M 42W PRECAST 411 411 5' 4' PRECAST 1010 low 2374 2144 3513 4084 1319 4490 7196 7342 6780 am{� 1016 2278 2838 3= 3981 4084 5-10' PRECAST 817 1024 1431 209D 2649 3009 3470 5-10' PRECAST 340 339 5-10• PRECAST ow1409 1971 2443 29% 3387 llel 3693 6877 6036 6548 5776 B29 20e0 2W3 3107 362D 4133 8'4• PRECAST IUD 3227 W31 3707 4383 6061 84' PRECAST 410 721 8'4' PRECAST 836 12D1 1578 1955 2332 2709 1139 3227 4598 7054 1000D saes am 1868 23N z7B0 a251 3712 T4' PRECAST 570 938 2498 2206 2e9B 3191 3e86 T4' PRECAST 303 534 T4" PRECAST 716 900 1181 1402 1743 M25 936 MOB 3408 4864 Tarr 6472 727 1624 2025 242e 2827 3z % 9'4' PRECAST 428 6M 1593 22D4 2461 2916 2821 9'4' PRECAST 192 384 V40 PRECAST 454 586 787 948 1120 1310 63e 1e74 2206 3081 4009 4699 672 1318 1643 1989 2164 2519 10'4• PRECAST 388 497 1247 1787 1904 2183 20Z8 104' PRECAST 151 301 10'4" PRECAST 358 466 612 766 on 1042 GOD 1407 1007 2781 3222 3784 504 1180 1472 1703 1710 1989 11' 4' PRECAST 330 644 1312 1742 2� 2808 3690 11'-4• PRECAST 132 417 11' 4' PRECAST 430 400 630 663 777 072 644 1312 1742 2252 2868 3662 486 7042 1372 19/3 1470 1710 12'-0• PRECAST 308 507 1210 1698 2048 25B8 3191 12'-0' PRECAST 111 370 12'-0" PRECAST 383 306 470 667 69B 783 Sm 1210 1698 20/8 2688 3171 440 940 1900 1680 1314 1476 13' 4' PRECAST 270 433 1043 1306 1732 2157 2536 13' 4' PRECAST 82 29B 13' 4' PRECAST 308 303 303 484 575 60 414 1043 1365 1732 2316 290e 306 760 1067 1312 10/1 1203 14'-0' PRECAST 254 See 979 1272 1e08 1908 2279 14'0 PRECAST 71 293 14%V PRECAST 279 278 300 443 we 809 390 978 1272 MS 1930 2389 378 717 eel 1192 975 1133 14'$' PRESTRESSED N.R.468 NR NR NR NR NR NR 14'4' PRESTRESSED N.R. 283 14'4' PRESTRESSED 230 422 506 an 740 868 1m9 1429 1824 2217 2712 246 083 990 1237 1474 1715 15'-4' PRESTRESSED N.R. NR NR NR NR NR NR 154• PRESTRESSED N.R. 252 15W PRESTRESSED 224 387 464 574 864 793 412 1014 1340 1703 2118 2513 230 616 008 1134 1363 1572 1T�' PRESTRESSED N.R.300 NR NR NR NR NR NR 1R4' PRESTRESSED N.R. 189 1T4' PRESTRESSED 167 328 385 451 587 GOD Bye 1121 1413 1730 2047 192 506 720 501 1135 1312 19-4' PRESTRESSED N.R.235 NR NR NR NR NR NR 19-4' PRESTRESSED N.R. 148 19' 4' PRESTRESSED 182 269 348 430 513 595 736 950 1200 1467 1718 lee 420 623 $03 960 1096 21'4' PRESTRESSED N.R. NR NR NR NR NR NR 21'-0 PRESTRESSED N.R. 125 21'-4' PRESTRESSED 142 219 308 381 464 527 180 698 833 1036 1168 1488 142 373 537 B90 Ole 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 2Z-V PRESTRESSED N.R. 118 2Z-W PRESTRESSED 137 225 200 350 428 497 165 660 784 992 1203 ISM 137 358 513 No T19 900 24'-0' PRESTRESSED N.R NR NR NR NR NR 24'-0' PRESTRESSED N.R. 91 24' PRESTRESSED 124 174 245 302 300 418 120 450 854 824 1014 1147 124 319 466 6B1 087 793 -ALL VALUES TAKEN AS THE LESSER FROM 'SAFE LOAD TABLES' BY QUALITY 2018 EDITION, LOTT'S MAY 2015 EDITION AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA k: 0003325 a AN 0 H J iumly. Ae IAT: ABBOTT PARK LOT #9 BLK #12 PHASE:4C PROZZCT# 04181.04C-09121 MODZIe 4EHB "2605— HAYDEN" GARAGZ 8WINO: LEFT PAGE: SAFE LOAD TABLES 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 W/ (6) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, F81ALL 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. S. 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. S. 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 2A 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 P8838, .177" ° x 2 7/8" LONG, WITH WASHER Q 18" 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. TRUM MANUFACTURER I ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY/ENGINEER IS RESPONSIBLE FORALLTRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN, MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE 6 BASE PLATE OR REMARK DEBICRIPTION REINFORCEMENT WD-i 4X6 (3 9"x5 X'-) SYP. HTT4 W/5/8" DIA x S' 5/S3.tA PT., WOOD POST EXP. BOLT N U U S CJ1 II CJ1 CJ3 ■ ■ ■ n u n n n n x u n x n u n = CJ3 b I II II II II II II II II II II II II CJ == y�A ■ ■ u n n u n u u n n u x n �R == CJS 1C A. 1C A7 6 ti IAS 4 J Z IA3 I I I I I x s acx�x xxxox s xx�x ss�x at PRE -FABRICATED ROOF A2 TRUSSES 9 24" O.C, s O x = (T) — s 1A sxm A RIDGE � oe- 43= I I zrx3o� x I I I o Q 45_ ATTIC I = I I I 0� e O o: x 1CAgraU 1C I II II II II II 1A B2G u u x SII 'II SII �I CJ3_ 4 A Wp Wp Wu CJ5 = �Q x x n n n y, CJ5A ILI 'wII .II (1 II CJ7 CJ3 = x I III II II CAA = u CJ1 EJ7 II II II ti� D Q U i ti� x n CJ1 1A I i i �3 I U U U U U Ei _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J - ROOF FRAMING PLAN SCALE: 1/4" - V-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-774.4078 www.abdealgngroup.com AA 0: 0003325 �a (rr to S O Sumly. at LOT•. ABBOTT PARK LOT #9 BLK #12 PHASE: 4C PRO"=TA, 041 1. 4C-09121 HODEIA 4EHB "2605— HAYDEN" GARAGE XVFUM* LEFT PAGE: ROOF FRAMING PLAN AND NOTES 160 MPH E . C DATM 12/7/21 SCALE: 1/4"=1'-0" SMEET SV DABLELEAD f- I -"-�: HIP ROOF ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 58 Do PSF (68:00) ZONE 3 = 66.50 PSF (76.50) ZONE 2e .6650PSF (7650) ZONE 3e = 76.60 PSF (86.60) ZONE 2n = 76.60 PSF (86.60) ZONE 3r - 91.70 PSF (101.70) ZONE 2r = 76.60 PSF (86.60) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: 4 0.18 FI DMPFWAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19W' STRUCTURAL SHEATHING EXP 1 (40/20), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN, 19/32" STRUCTURAL SHEATHING EXP 1 (40M).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS 69 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN N OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 1Dd RING SHANK, 212" 0.131 F1667 170,000 RING (16-20 RINGS RSRS-03 8d RING SHANK, 2 3/8' 0,113 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK PNEUMATIC 23/8" 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1 /2" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP 8 BOTTOM PANEL AND 8d RING SHANK GUN NAILS ATE" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ZONE 1: 10d NAILS 0 4" O.C. ON EDGE AND6' 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 NOT ' ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 W RING SHANK GUN NALS 0 ROC. T-19OTTOMEDGES mD H,RI' I - - IN— ROOF SHEATHING (� Z r 5 � m BUILDING LENGTH f, ROOF SHEATHING ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR END�.,.END .,. NONE: GABLES -DROP GABLE END S (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING ® 16" 0. C, FIRST 4 SAYS W# (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE - 10d RINGSHANKGUNNAILS SEE"ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING ; �#S 2" DECK SCREWS ® S"-e" O.C. MAX EDGES 8 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING \ TYR 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33tC33M. MAXIMUM AGGREGATE SIZE SHALL BE Y4'. STRUCTURAL DRAWINGS SWILL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOm" ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE E%POSEDTO EARTH ORWFATHER NON -BEARING WOOD WALLS TOP PLATES 8 STUDS CAN BE SPR ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWNALL ON ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC4R 2020, 781 EDITION OF CONCRETE ARE TO BE CFWAFERED 3/4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Po = 1100 PSI ANDA MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE fi-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDBRPLLSUSSONIifYOl#YIV#IERE WWCATEDON VAPORBARRIER EMBTAP YLENND ELASTICITY = 1A00,000 PSI, ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 ANDAISC SPECIFICATIONS DRAWINGS. SEAMS TAPPED B INCHES E LED PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: SHALL BE RATEDTO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FORANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTH AG 347 LATEST All DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITIOµ-RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 71h 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 STRUCTURAI.DEPENDIf4G PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND VOID COLUMNS WITH 2x STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING UIR ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WTH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WRE MESH, SHALL BE ASTM A10641A1064M, GRADE 65 AND BE PLACED INACCORDANCE WTH THE WOOD TRI ISSES: AG TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WARE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED T-D' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THENATIONAL DESIGN SPECIFICATION FOR THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS, SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR E REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A815A815MGRADE 401NCONCRETE DEFORMEDBARS REBAR SHALL BE ASTM A815 MEETING THE REQUIREMENTS OF ASTM A448/A448M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT MOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION' AND VERTICAL BARS SHILL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED ROOF: UVE LOAD FLOOR: LIVE LOAD 40 psf REVIEW. WOOD TRUSSES. 20 Oaf TOP CHORD +lo ncunent 10 psf BTM CHORD+,on-concurrellt TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" #5 BAR • 30" #7 BAR - 47' TRUSS MANUFACTURER WALL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD OS FOR THE ROOF PROVIDE 36'. 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS AL R LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: AMMO. 16 psf TOP CHORD 20 psf TOP CHORD (7 psf W ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: I Opsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAW NGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF 8 FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING WIND: DEAD LOAD SPEED =160 MPH 3-SECOND GUST (ASCE 7-18 (FBC R2020) EXPOSURE C, RISK CATEGORY 11) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPUCES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY 8 ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS 8 ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) WTH DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIEDTO THE AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50pef, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40pBf MASONRY. PLAN SHOWING COMPONENT LAYOUT, SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONSNT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOICOMMITTEE. PROVIDED BY THE TRUSS ENGINEER, COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT, MANUFACTURED IN CONFORMANCE WITH ASTM CSO, GRADE Vm - 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING W ND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAW TUGS SUBMITTED WITHOUT REVIEW WILL RETURNED UNCHECKED. SHOP DRAWINGS IN THIS FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. REPRODUCIBLEA REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CONTRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH WI THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. ALL INSTANCES, THE CONTRACT WI ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAW TUGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM WRITING BY THE ARCHITECT, ATI COURSE AGGREGATE, AND SHALL BEE PLACED W A SLUMP OF WTO 10", USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATiON: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2000 FOOTING PL TYPE "M' OR "S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND UNDER ASTM EXCAVATIONS AND SLAB SUB -GRADE SHALL, COMPACTED OF THE A DRY DENSITY OF AT LEAST 95%7. E TEND I TOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO UNLESS OTHERWISE REMOVE NS THAT M RTAR PROTRUSIONS D T MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM 61557. TREAT ALL A CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDIOR VERTICAL THE OMER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAIUNG TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTEDAT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH ENGINEER CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR MIGHT FOR BEAMS, COLUMNS, AND 5- STRUCTURAL TERRACE SLAB CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HSTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5P4f- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM CSW94M OR MEASURING, AXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIMESTAMPEO WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SWILL NOT EXCEED 90 MINUTES IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS FIELD FOR LONGER THAN 90 MNUTES THE CONCRETE MALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS A 3PFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDIORWEATHER 1112PFOR #5 AND SMALLER 2PFOR #6 MID LARGER C. FOR CONCRETENOT DPOSEDTOWFATHER SIC FOR SLABS, WALLS AND JOISTS 1-1/2PFOR BEN/ AND COLUMN PRIMARY REINFORCEMENT, TES, STIRRUPS LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 36 kv FOR ANGLES, PLATES, AND MHAPES, STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE 8, Fy - 46 W. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Py = 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE4RLLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPUCATION 812E ttFE _-B-NO REMARKS APPLICATION SIZE TYPE B-NO REMARKS l.PTNRRINGTO MASONRI I CONIC. CASE HARpBIm COIL NALII LONG. BOC OAiAGEODORBUCK TO MAmNiYI W 1M'gA NO WPSHEA _ON 4MJRY FASTENER BOO +l]"EMBED, FEND-. ¢"EOOEDIST. EGD. A. TDOORS CASEHARDENEDCOIL 9"O.0 WINDOW/DOORI FASTENEDPAAOEUOCR MUCK OTO A"q E-NSIONEOLT +B"OF (10"DIA) EMBEO. 4"ENDgeT, I PT. SEE NOTE NALI IR LINO. BTAGOERm INTO MASONRYIC_ M4SJNRYI_, """NA AA SHWINDOW O,C(iIYOW 3"EOGS- BUD( CASE W ENEO COL 9 WINOOW/OOORIFABTENm METAL eTRAPIO CONTACT THIS ENGINEER FOR SPACING +. PT. aEEWTEO NAL,IIYLONG, STAGOERm INTO MASO 11OCNC MABONRYIcO REQUIREMENTS ODOR 2o3negA '•TAPWN' „rz"EMBm O°B'D. PT. uCK 2. SEENCIE8 A91Bt FASTAt ,M DUST., R EOIBT. 11PTWINDOWa1CK %°PAFx21S" B"OTC 4 END. DUST, 1+ P T TO STEEL CDL., BEE WIWABHFR STAGGERm EDGE DST. OTES NOM 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE MILT X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. W NDOW AND DOOR BUCKS SHALL BE AS WIDE OR NO RAS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1. MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7746078 FAX: 407-7744078 www.abdosWigroup.com AA 8: 0003325 q C > unDIV. as MID ABBOTT PARK LOT #9 BLK #12 PHASE: 4C PnoJECTRI 4 81. 4C-091 1 moDzi. 4EHB "2605-HAYDEN" GARAOE >sTM90: LEFT PAGE: DETAILS 160 MPH ER, C p �g L'-L /A No 937= fs A 12/7/21 CALE: 1/4"=1E- I'TiEET VP FXT BHFATHINGATTACHMFNT KAYCAN LTD VINYL SOFFIT - SOLID AND VENTED ATTEN STRIPEACH ANCHOR 10B NAIL AT EACH TRU/JOIST/RAFTER WITH SINGLE SPANS LOCATSBION NOT TO INSTALLATION ANCHORAGE DETAILS FRAMING RAMIXC G24^ D.D.INTD RUSSUOIST/RAFTERnowl MTaeelRotA: r. TXI•ROWD'/nNBEEN'e6RDAra VEBepfMVrl VVMFErMneil6 .ogwA Fuaoxrc cDx- ewnxc ARp xELxNrw rOW�FBP0.WX' m;qNN KEOiln'nWRLMKiONi�wn@ArM R �NPE+BrSrwlG1UPALi6st a='.4DE3BNEpcx Nne e]1o•A fu K R V tWED 3" n1E 6 W DXbti99E, t PCBNW weaBW tV'�earp:B nMVM aN,Nn9IE[+APFBNmON V EAVCwpl1BX3Lg16 a'AIR.brAxvg9rfR nr p'. N•. n'Alp'4 fiN Rw. ..—N-- AVt�JAcr 4rn!B 4-wm 6mK�1: W.4i:Fn:*E. W 4PM+Nq wfifnfM�V4VMFPNIn4M �lNf 9VWfiA krVRtnE xxLLBEVERRFWe'OKa BIL >YMmB AIDNI9AM ARA�`44NP �_=1 Ap1_N�NpT TW4 i 9ntt wepMN6B.xECEIvwDawaraevy.XeneeN9fD0.amURuaµ AVF:HMG+'. wMA48.Gf1A6A6Jx V6f6GTB M+' MBv aNCW:E 3HE ;L4fF fqW fENVRXN"FSXRIgEDfM+GnGNA 41LH VEFEG'S DESIGN PRESSURE (PSF) RATING AT 10' SPAN (NOTE 2) _ __ VXYI WITBi BBN65 PPoTAILATON MCTMWe ELLL NDT€ip 0€4mNFR€ven 1xY1IBN MORp N[tryl€€AIUA IBL.XINI€AL rtJ t.... (60. r. rNM / .-4MMrG ABB,x/+SaS xM WA wi'am"'"`mup corm .N.T1-Bo WA WA Ir rwrlt 4 nRi-L-snw r'xx / +-Swan .xx/-Sax +_Vn / J+EBNKE ♦Ba>/-HJ I. xa aBxi svEtm alrm Ir BVEE . naE-B-,Xa ECa ruo. / +-nxwn xEap/+t r.n ..,a �-aw.n / .-oxrfn .wv-a wn ..,B N0. pNB VDaLp BDNn xDrf ,: pODx rM89.X1[ xaBtVE xuX 4BPt wNl caXB®ro LrrraR Lsm a str �i BArc rrR vsmL mt0 rwoAn oExa N[ssass N pnaxwm rABx Asa x ram BAY rao s®t r[ ronxxffD cuwixr rn1cr, v "c rupsw twpBc wpE rBx LV+AR9P. ro M tqN wxaauc R.Ntpa ro LE rAnum X m rat mE ABprL. Nod r sit ' �r, ,:• rr. . N3A wL1Mrtl fi]NI11lA AM BVTBMNU Bw1, l'gKIwrGMM. EEE !nr pNL WIBImnV11 OETA'Ia. FASCIA WOOD BY OTHER BOARD BY OTHERS (DTRIM NAIL INSTALLED THROUGH -1M^FASCIAGI6"O.C. MAXiM EMB.THRU SOFFITAND X2WOODBATTEN 11J-CHANNEL AT NAIL O STAPLES INSTALLED4AX 1O HEM AND IN VALLEYS URONIALDREA"N REAGAN BLVD.STAPLESINSTALLEDOFFR , FL 32750THRUSOFFIT AT NAILHEM AND IN VALLEYS 74.607874-4078STAPLES INSTALLED ® OFFITO O.C. MAX (INTO DETAIL B F18RIuPAOm72" FASCIAHANNEL OSLOT )IN J-CHANNEL-CHANNEL ® 03325 J-CHANNEL FASCIA LNW BL-1rtBtim.gTJs'XA'NatAYAnCN DETAIL A *..ANNEL X2 WOOD BATTEN �0 BATTEN STRIP ANCHOR R,r.woAccess9Rxawa,Ne9wea vors, 10d NAIL AT EACH iry�fL0.itPoxA iW ARCUtRVPENXCS41WLBF WNEX FTAPLESINSTALLED Q TRUSSIJOIST/RAFTER RUSS/JOISTIRAFTER a RGSNM'EwmI+NE WIPEIn mITrcXVr mErWRLwBVp,pN9 vmE THRU SOFFITAND LOCATION NOT TO BY OTHER :PRl4pIXfMLY:A1xNEBA19 rNi MNwrAniflExs 'CHANNEL AT NAIL HEM EXCEED 24" O.C. INTO wruc ww. +. srtE:LNa'pM*N.*pexn.,Efrmxlf«EPexnaarmrpRN.eK. AND IN VALLEYS FRAMING nroEaure,fuxmwErpxfeewrro Ew4wnDNa•nuEixmpew;weEaox 98X3"WOOD SCREW OR ® STAPLES INSTALLED w tNCL.D NAc ev4mne Mx34E'Eprtlar V= TAPPING SCREW, IT NSTALLATION SCREW, 'CHANNEL AT EMS. BATTEN ATTACHMENTTHRU BATTEN ATTCHMENT STAPLES INSTALLED GFASTENER SPACED 24" FASTENER SPACED 24" ar Ns MwN mwne M . O.C. HEM AND IN VALLEYS MAX O.C. rxE wAswpnu rx a XTIe 'gMnV.. p 12' O.C. MAX (INTO aEN e. SLOOT OR T-NAIL 0 2" 12'AO.C. SMAX (INTO INSTALLED G w La1Dnt x NwE*E Aro TABLE OF CONTENT GOFFIT 1 111X2 WOOD BATTEN uur crExm NWAT _ vANR etm - -. .. . _. O.C. MAX. (INTO O OWOOD) IN J-CHANNEL CONCRETEIMASONRY)© WOOD BATTEN ® ® SLOTORT-N -012" pErmx ions, rosaxwrtE BaeaRE O SOFFIT O.C. MAX (INTO p NAA-1 MAe nls r V awwx ro Bo t . CONCRETENASONRY) AENMMeMW sv �:smRtnAE STNJIinl Vr3�x61N x xXwaroM npltS BNfa wuuAfNX paTNa. cxN14Aw.]t o4NT"AMp1aR NSTALLAt10 I SCREW, © JCHANNEL DETAIL D BATTEN ATTCHMENT mA]s • rNagr a O STAPLES INSTALLED FASTENER SPACED 2C MAX sr"f rBarLt J-CHANNEL THCHANNEFIT AND MAXOC. FASCIA HEMANDINVALLEYS TAPLES INSTALLED a DETAIL C VINYL SOFFIT INSTALLATION INSTRUCTIONS 1ro.aMAX ONTo 0 WOOD)IN J-CHANNEL J-CHANNEL CONCRETE/CMUOR DP RATINGS AT VARIOUS SPANS OSOFFIT ®OCSLOTMAX.NTJGI2 WOOD (NOTE 1) Oi gg a C 9 INarAiEAxw,]xonL ©JCHANNEL CONCRETE/MASONRY) DESIGN PRESSURE (PSF) AT VARIOUS SINGLE SPAN LENGTHS MAX, CONCRETEICMU OR IA. .—IavaNcr ,... WOOD NOTE1 MINIMUM SPRUCE -PINE -FIR Ir 1uNE4tpn en etntouo+aX`rt`".._ lr nwiEiiuuovNrteeo/xa sXve]fm ( ) ,.I. ssN9wx s«EE Arm ectE •yM, FRIIMINGODE REOUETEAIASONOR E" t'•'aa DETAIL E BOILING CODE REQUIREMENTS FOR LBx -E. DFTAIISAIMUe oXiXN ]EBBBINaI Mx-3` aFTANBAlN111nI PBrNM NetaaFx BD I XB ALU RX g1fEBECANNIV9A IEXaCkL NLw10 A5 NMaVM SUBSTRATE MATERIAL MUST BE MET. 1.sRMEq q€xB cute s VSAAM LM a %aw ABL9 LS H _ IB"Kxu J-CHANNEL BbC 96E 66 63) BLC BL[ Gb -6a0 1.J. 9E IAWEON 96YEB iVR SPANBUrN 12. i;xS to AND W. � _ L CA 6Un i N LC Eb ,bp_0 Bbf DB[ 556 5]! { T BbC ObL 3s D N x N NBru"NtpnD entF 3]7f BL[ DbL JS 396 I 1215 bf 9LE Si) 1 W e gAE F IiE :'E .£DB tE.SEEf AartNER SCKWJ:iN ECH1 _ y b I b 4x3 Blt DS[_ MXMNM FNBEpNEn]LNSLEpE wµLFX1;NELnn CLE91NVpVT NVf W3Lp 3D _ L 9 LC 8 4Y _ O ^- S.VGE J,f{HV.pU(n'.€f{Eq AxV PPBWI.EGVEWSiaNCLBSNAFE BL SUCH iV M BL< DLF AI A.6 K BLC 96f 3 ) 5 i) FAS3ENLBttx0Tw59exMM'HXl EWS1µUMm p€lµFS DD NOI IN(EXiq AccouN NEa. ey sx we.JiEssB"uE BEA99ED ro r� quwrorAs.rr. xc. r .aReN.R soLD,xE.Amf. DN xHx Surf* M'nsLE4wu.avaL1 /NO as3xveNrmwiwr � CFo rR iEnEPa MALL nAYE WNWJBIVNLL6BUnt GDAiINGLUx BEMADEGF ��� a�9 Rt�B1AN,�,EX�t9MBA„aE x,H,xES9BnAArEMARNµn "w"p`°' oEAm. rF .wN. «.�"' TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION — . `ray ;a DA E- f6J yB—;-• PAWL' —SPANVI M ebca 9LE Sn.n ax3 VE WIDTH SAVE WIDTH FASTENER SCHEDULE B.a V aBl;:e' xwr tp]xl xBBB ,_ul ,,,-. +e a A w, wpm Lv4wq r vr. xppp lro-/.- b—,— aB M . ]• rx AwwF saLL xpoB :- Ir SR^ E `romNKO"r as wmNdw'cior.rc � ,••/,• natt 1: ExBec.IEN, .Mm 1MPOum: mFnf a gar Na""�iRm W xp,wMi }ENaM (B' fAb1[Kx 9VBBTMR xA1 tP{E ro ,w'M'�rtAw' a'�emrtxrNiOart pmatOb"'iam Ait a36 -55.6 n>s aBEAaDLL sTT -us (ROOF (ROOF �--ebcaobr']m:i OVERHANG) OVERHANG) A6[ aT.6 at6 CONCRETE; CMU OR WOOD NOTE:1) CONCRETE; SOFFIT OFFIT CMU OR WOOD SEE DETAIL'A' SEE DETAIL'E' SEE DETAIL'D' SEE DETAIL'E' (NOTE:1) EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL C WALL, FASCIA 0 FASCIA END J-CHANNEL @ WALL AND FASCIA END R0.09 '79 .165 0. !8 5' 0. 6 Lt.54494:— 0.042 4 1/2" J-CHANNEL/TRIM 15 VINYL (No. 1100) .25-0 .022 72 SUDDIV. /e LOT: ABBOTT PARK LOT #9 BILK #12 PHASE:4C PIW"MT* 04181.04C-09121 U0DEL: 4EHB 112605— HAYDENef GAV.KGX BWDCG: LEFT PADS: SOFFIT DETAILS 160 MPH E . C p FT' — !x w� 4" FASCIA SMOOTH ALUMINUM----x--•-'•-- (No. 9700) KILL e VINYL SOFFIT AND TRIM SCMEOULE VWYL 111MIT SEW l.CHANNCL FASCIA 12' TRIPLE 4 SOLID NO. 0621 SOLID SOFFIT 1/2' J-CHANNEL 4' FASCN 12- TRIPLE 4 FULL-O-VENT NO. 0622 VENTED VXYL ALUMINUM SOFFIT NO. 1100 NO. 9700 12- TRIPLE 4 FULL-O-VENT ECO NO. 0639 VENTED SOFFO BALL OF MATERIALS xxx ycwnor xA.ENw �rrt�Xe asxmulE w aHEn , Nm awwas 0 OM ] NBT VKD (aE[ Ir01[ 6fQT N iJ-L%wEi _ BfE pBfxw6 Ox L4] > laid - sFE VRWMC ON Et6]i x 9f[ M1OIE 10 W blEtr t s w r�orR. Vx• 1-wa raR cnxra*E Nq � amr pMEaox . ,-]/r mw Hui s(m ,4 w N xns• .am upxn sarM r .xE taax, B • • ma 9 BW . LK t 8�C • N Y r4xww BpfO BnTld - IS . pM MX LBpp N Y xptBelN rNtlD MTpr - SL . GaT ,tf4 rgpp oa wa srta _..M^u u KILL A 12" TRIPLE 4 SOLID SOFFIT — VINYL — NO. 623 12" TRIPLE 4 FULL—O—VENT SOFFIT VINYL — NO, 622 A ASO _ NO 29723 od ]IO•— a-ssC—+—�..14-- J� DA IM 12/7/21 r• SCALE: 1/4"=1'—O" SHsf K3LL A 12" TRIPLE 4 FULL—O—VENT SOFFIT ECO — VINYL — NO. 639 S Di GENERAL REQUIREMENTS: • HARDIESOFFITO PANELS MAY BE INSTALLED AS A SOFFIT OR CEILING OVER EITHER WOOD OR STEEL 20 GAUGE (33 MILS) MINIMUM TO 16 GAUGE (54 MILS) FRAMING COMPLYING WITH THE LOCAL BUILDING CODE. SEE GENERAL FASTENING REQUIREMENTS. INSTALL SOFFITS TO NOMINAL 2X4 FRAMING MEMBERS SPACED A MAXIMUM OF 24 INCHES ON CENTER (FIGA), WITH THE LONG DIMENSION PERPENDICULAR TO THE RAFTER OR JOIST FRAMING. • ALL EDGES MUST BE SUPPORTED BY FRAMING. (FIGS. 3 & 4) • INSTALL WATER BARRIERS AND AIR BARRIERS AS REQUIRED BY LOCAL BUILDING CODES. JAMES HARDIE WILL ASSUME NO RESPONSIBILITY FOR MOISTURE INFILTRATION. • ENSURE GUTTERS HAVE END CAPS. MAINTAIN A MINIMUM 1" GAP BETWEEN END CAPS AND SIDING & TRIM. • INSTALL KICKOUT FLASHING AT ROOF -WALL JUNCTIONS. • JAMES HARDIE BUILDING PRODUCTS PROVIDES INSTALLATION /WIND LOAD INFORMATION FOR BUILDINGS WITH A MAXIMUM MEAN ROOF HEIGHT OF 85 FEET. FOR INFORMATION ON INSTALLATIONS ABOVE 60 FEET, PLEASE CONTACT JH TECHNICAL SUPPORT. FIGURE 'I INSTALLATION: • HARDIESOFFIT PANELS MUST BE FASTENED TO A SOLID, NAILABLE SUBSTRATE SUCH AS A WOOD 2X SUBFASCIA • ADDITIONAL FRAMING MAY BE NEEDED TO ENSURE PROPER FASTENING. • SOFFITS CAN BE INSTALLED AS SHOWN IN FIGURE 1. POSITION THE VENT HOLES TOWARD THE OUTSIDE OF THE EAVE FOR OPTIMAL AIRFLOW. • 12" TO 24" WIDE VENTED HARDIESOFFIT PANELS, PROVIDE 5.0 SQUARE INCHES OF NET FREE VENTILATION PER LINEAL FOOT. • ALTERNATIVELY VENTS CAN BE INSTALLED INTO NON -VENTED SOFFIT. • IF NECESSARY, AN INSECT SCREEN CAN BE INSTALLED USING CONSTRUCTION ADHESIVE. NOTE: NET FREE VENTILATION WILL BE REDUCED. • POSITION FASTENERS 3/8" FROM PANEL EDGES AND NO CLOSER THAN 2" AWAY FROM CORNERS WHEN USING SOFFIT GREATER THAN 12" WIDE (FIG. 4) AND NO CLOSER THAN 1" AWAY FROM CORNERS WHEN USING SOFFIT THAT IS LESS THAN OR EQUAL TO 12" WIDE (FIG. 3). JOINTING METHODS: INSTALL PANELS IN MODERATE CONTACT AT ENDS, PROVIDE PVC OR METAL JOINTERS, BATTENS OR LEAVE APPROPRIATE GAP AND CAULK (FIG 2). • FOR WOOD FRAME CONSTRUCTION A MINIMUM 4D COMMON NAILS SPACED 8" O.C. AT PANEL EDGES AND INTERMEDIATE FRAMING MEMBERS SPACED UP TO 24" ON CENTER ARE SUITABLE IN MOST LOCATIONS*. • FOR CONVENTIONAL 20GA - 16GA STEEL FRAME CONSTRUCTION A MINIMUM NO. 8-18 X 0.323" HD X 1" LONG RIBBED BUGLE SCREWS SPACED 6" O.C. AT PANEL EDGES AND INTERMEDIATE FRAMING MEMBERS SPACED UP TO 24" ON CENTER ARE SUITABLE IN MOST LOCATIONS*. *MINIMUM BASIC WIND SPEED DIFFERS BY LOCALITY. WHERE SPECIFIED LEVELS OF WIND RESISTANCE ARE REQUIRED, REFER TO APPLICABLE BUILDING CODE COMPLIANCE REPORTS. MANUFACTURERS OF ACQ AND CA PRESERVATIVE -TREATED WOOD RECOMMEND SPACER MATERIALS OR OTHER PHYSICAL BARRIERS TO PREVENT DIRECT CONTACT OF ACQ OR CA PRESERVATIVE -TREATED WOOD AND ALUMINUM PRODUCTS. FASTENERS USED TO ATTACH HARDIETRIM TABS TO PRESERVATIVE -TREATED WOOD SHALL BE OF HOT DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL AND IN ACCORDANCE TO 2009 IRC R317.3 OR 2009 IBC 2304.9.5." VENTING TO OUTSIDE OF FASCIA EAVE HARDIESOFFITS (WOOD) VENTED PANEL SUBFASCIA MODERATE CONTACT LEAVE APPROFr IM i c GAP AND CAULK r SHIM SIDING FIGURE 2 FRAMING MEMBER H-JOINTER FRAMING MEMBER FRAMING MEMBER FIGURE 3 LESS THAN OR EQUAL TO 12" WIDE SOFFIT o e 1" FROM END OF SOFFIT 3/8" FROM END OF SOFFIT ° FIGURE 4 GREATER THAN 12" WIDE SOFFIT P FASTENERS WAY FROM CORNERS IN FROM 3E OF SOFFIT 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407.774-4078 www.abdealgngro up.eom AA 0: 0003325 y m Q'Nil a 0 OW aumly. ae Loz► ABBOTT PARK LOT #9 BLK #12 PHASE:4C PROJECT# 041 1. 4C-091 1 MOIDXU 4EHB "2605- HAYDEN" GARAGE STFING: LEFT PAGE: SOFFIT DETAILS %160 MPH EXP. C BATTEN — PRINT DATIL. 12/7/21 OCALE: 1/4"=1'-0" Il ar:EET sD2 C]