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HomeMy WebLinkAbout7499 Sail Clover Ln164 99 0 9605-4EHB-HAYDE-N9 HOMES 12602 TELECOM [DRIVE, TAMPA, FL- 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: 813 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -n,O = B vMM(; CODE, 7M LD. aaVA `L , TLDAI -ALL LOCAL A0 STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED- vDIt=180 Lax Vasd=124 MPH -EXPOSURE - c RESIDENCE - .2-STORY RESIDENCE -MAX. HEIGHT AS PER LOCAL AND SPATE CODES ABV. ABOVE LAMLAVATORY AD mc. MEDICINE LT AIR CONDITIONING LUMINOUS L AT. ALTERNATE M R. MANUFACTURER AMP. AMPERAGE MM. MINIMUM BD HOARD M.T. METALTHRESHOLD NE MID. MOUNTED cf. CENTER BrNET BINET CAB. CAMTI. METAL CIA. CEILING. N.T.S. SCALE CLR. CLEAR O.C. ON ON CENTER TER CONc. CONCRETE PL PROPERTY LINE CPT. CARPET P.E. PUSHBUTTON C.T CERAMICULF PH. PHONE D. DRYER PLT. PLATE DBL. DOUBLE PLYWD. PLYWOOD D.G. DIA ETER ,D P. PAIR DIA. DIAMETER PT. PRESSURETRATED DIMENSION R. RISER DISP. DISPOSAL RAD. RADIUS DP. DEEP RA.G. RETURN FRIGER TORILL B.S.DOOR REP. REFRIGERATOR D sDETAIL ur REF ROOM DTL. DETAIL R.O. SOUGHOPENING D.W. DISHWASHER SA. SOLIDCORE EXT DR A. EACH S.D. SMOKEDETECTOR ELEV. ELEVATION SDSINGLE HUNG EQ. EQUAL SILT. SHEET EXH. EXHAUST SHTHG. SHEATHING EXT EXTERIOR SHwR. SHOWER F.c TX, FIXED GLASS SIM, SIMILARPG RG. FUELGAS sL. SUDING FIN. FINISH SL. GL. SUDINGGLASS FLR. FLOOR STD, STANDARD FRUO FRENCH SCENT DOOR Sw5 SHEARR ALL. FTG. FOOTING TEMP. TEMPERED GLASS 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 TO TOP OFSLAB GL, GSS TO TYPICAL. LA GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.H. HOSE BIB OTHERWISE N.C. HOLLOW CORE V.P. VAPOR PROOF HDR. IT DER W WASHER HOT. OR HT HEIGHT Wi WITH INSUL INSULATION WD. WOOD INT. INTERIOR WDw. WINDOW wnI WATER HEATER W I. WROUGHT IRON DATE DESCREPMON M/Mi 2-STORY CFAs CONVERSION ARCHITECTURAL SHEET DESCRIPTION 0VI5A8 BID SET ISSUED PG Cl-COVER SHEET PG GN- GENERAL NOTES PG Al -FIRST FLOOR PUN LA PG AlA-FLOOR PLAN SECTIONS/DETAILS PG A2-SECOND FLOOR PLAN PG A3K-FRONT & REAR ELEVATIONS "K" PG A4K-LEFT & RIGHT ELEVATIONS "K" PG El -FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG Ml-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 WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA8-WALL ASSEMBLY DETAILS 02A3/IS ADDED ELEV. 'J' n K' WITH SIDING PER MARK BOLLES 02R0A8 BID SET RE -ISSUED 041TA8 FOOTRJCs REVISIONS PERK BoulEe INCORPORATED NTO MASTER PLAN CONSTRUCTION DOCUMENTS RE-ISSUED-1-STORY rAAI-JOISTS ADDED VALLEY FRAMING DETAIL, UPDATED BOLLARD DETAIL DETAIL- 'ADDING BAR TO BOND BEAM' ADDED TO SI3ADIM. PLAN MANTENANCE 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) 774-8078 Fax: (407) 774-4078 S 1 1. CAM'S Q, RENSED LINTEL SIZE AT FRONT ENTRY DOOR 04R6A9 UPDATED LEVER BOLT SIZE BPACNCs IaT FLR uvNG I,I04 SQ. FT. 2ND FLR LWING I,SOI SQ. FT. TOTAL LIVING 2*90 $a FT. GARAGE 43-1 SQ.FT. PORCH EK LEV ' III SQ. FT. TOTAL ELEV V 3,153 Sa FT, SAGO PATIO W SQ. FT. vOE DA�UG E ©� �I i P L I R H I L, N EXAMINER WORK SHALL COMP ES ;_ VITH F2REV/�ILING -LCRIDA BUILDIN IONAL ELECTRIC CO CGDE, E I THE CITY OF ZEPHYRHILI,S INANCES 06A3A9 REVISED I -JOIST LAYOUT 06AIA8 ADDED LED LIGHTS TO KITCHEN 4 BATHROOMS PER MARK BODES 01/23A9 ADDED STONE OPTION TO ELEVATION5'G','H','J' t K' OVUM LEDGER 10/25A9 ADDED OPT. S'-W CEILING Mr%WTS 01/01/20 REPLACE USP CONNECTORS U9TH SIMPSON CONNECTORS 03/00 9/! REVISED DETAIL ON SHEET 02 OPT. B' -0 C1G HGT. 04/20/20 REVISED STAIR SECTION DETAIL FOR OPT. S'-0' CL& HGT, 01/0WI 2020 FBC UPDATE 03/03/tl ADD SOFFTDETAILS STRUCTURAL SHEET DESCRIPTION 03/05/21 ADD FLAT HEADER • T -6' AFF. (S'-0' CLCs ONLY) PG S1-FOUNDATION PLAN PG S1.1A-DETAILS PG S1.2-FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS PG S2-FIRST LIFT REAM PLAN AND NOTES PG S2.1A-DETAILS PG S2.2A-SAFE LOAD TABLES r (' S PG S3-FIRST FLOOR FRAMING PLAN `_ [B PG S3.IA-DETAILS PG S3.1B-DETAILS PG s3.1C-DETAILS PG S4-SECOND FLOOR DECK PLAN PG S4.2-SECOND FLOOR DOWEL PLAN PG S5-SECOND LIFT BEAM PLAN AND NOTES PG SS.lA-SAFE LOAD TABLES PG SO ROOF FRAMING PLAN PG SNl-DETAILS PG SDI -SOFFIT DETAILS PG SD2-SOFFIT DETAILS DRAWING /CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIAIIHM FOR C 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 EIIPLANATtON ®O ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR T BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST F INFORMATION) TO THE ARCHITECT OR ENGINEER FN CLARIFICATION. OR AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 0SA6/!1 ADDED 20' FOOTER OPTION IV01121 ADDED FRENCH POOR OPTION i N. RONALD REAGAN BLVD. LONGWOOD , FL32750 PH: 407-77443078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 , F y ss� Ci � WINN t 9UBDIIV. de LOT ABBOTT PARK LOT #13 BLK #12 PHASE #4C PROJECT# 04181.04C-13121 MODEL: 4EHB "2605-HAYDEN" GARAGE 19MM0: RIGHT PAGE: COVER SHEET 160 MPH EXP. C J DA oz/oH/zz SCALE: 1/4"=1'-O" SHEET C1 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. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT), 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN 0 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. & THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER Z 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 1-3/8 INCHES THICK, OR 20-MINLJTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 112 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN b -INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 1- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFMALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. 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 b' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5 GPM EACH IN ACCORDANCE WITH THE FBCR TABLES 2903.1 & 2903.2. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE, 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926.18b, ASTM-C1063-19a & ASTWC1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. 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 CEILINGS 1. EXTERIOR CEILING TO BE 112 " 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 AB DESIGN GROUP'$ SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 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: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA fh. 0003326 , F m n u r�r a 9tmDm « xo7 ABBOTT PARK LOT #13 BLK #12 PHASE #4C 1pRojzcT# 041 1.04C-13121 uoaELa 4EHB "2605-HAYDEN" GARAGE 8VMfG- RIGHT PAGE: GENERAL NOTES 160 MPH EXP. C PATIO OF ABOVE 61•2' m A r ------- I I H'B' 3052-SH sw�--- (2) 3052-SH EGRESS —6068 I 12T-4' 12'-4' I I #2 BED-01 ROOM I a LIVIIdO CLG v 0' CLG. ROOM - 8'-®' CLG. 3'-W — I FLAT HDR • (2) 2068 I O I I I POST IR-ISH 11 D .� N I0 . nl vlc I I Clv BATH#2 N� ' I 8,•01 �� ••,I I S1 X I B I I o 0 I I I I J o `III I I I I I I -"d I I I I"i I ®� I m 0 868 x ip = 3'•0" 2'-8' 8'-0' �Lc_� 2'-10' '•10" 3'-8' 5'•4' 3'•4' S'-8" � D STAIR DATA2I 15 RISER • 152' 20 MIN. 3SH --- 14 TREADS • 10' BOLLARD --- _ AS REa PER BLDG. FLAT HDR • CODE II 13'-0' II 4�-8, I'_0, III GARAGE FLEX D vlll° a POYBR 814. W-0' C 4 ` 1 III � 8'-0' CLG e III FLAT HDR 0 41 1'-6' AFF. III 9 III = s 2'•10' 16'-0' 2'•10 l2 3052 -614 13'-8' 4'-5' �? PORCH e 0, y W-0' CLCc -------------------- s 1 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 LLV RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL 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 V2'(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN %*(15.9m1 ) TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED BIDE WITH 1/2 INCH GYPSUM BOARDS, FBCR 2020 (ZTH ED.) 302.1 N EDOL a8ea F0an0a NOOe OPBNX FIOFINE ZONE 11DY'HMWIMq FBWO NO TOPE FOOTAGE MIN. WINDOW 10 5 31/-50 CRITERIA EXTERIOR SWING is g 36/-41 DR MIN. CRITERIA SGD. MIN. 41 5 34/-43 CRITERIA 16010 CAD. m 5 31.0/-34A 12'x12' SOFFIT 1 5 313/-49.9 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 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. CONIIOL DATE OWWO SQ.FT. CAM'S IST FOIL LIVING IJ04 SQ. FT. 2ND FLR LIVRYs 1,501 Sa FT. TOTAL 41VNG 2005 SQ. FT. GARAGE 431 SQ. FT. PORCH ELEV K' III SQ. FT. TOTAL ELEV K' 3,153 SQ. FT. WO PATIO 80 SQ. FT. MASONRY/FRAME WALL LEGEND W-C' BLOCK ® L UND ON PLANS BF1rs. HGT. VARIES 8' BLOCK WALL LIND ON PLANS IZ'-4' 5IW- INTE® ERG. WALL UN.O. ON PLANS 4' INTERIOR O LOAD BRCS. WALL U.N.O. ON PLANS -ALL INTERIOR DOORS TO BE 6'-8' -ALL EXTERIOR DOORS TO BE 6'-S' UNLESS NOTED OTHERWISE alp • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-774407E www.abdeslgngroup.com AA #: 0003325 W c� n a 3 IP ounDrv. deABBOTT PARK LOT #13 BLK #12 PHASE 4C ROJECT# 04181.04C-13121 moDEL: 4EHB "2605—HAYDEN" GARAGE DWrNG: RIGHT PAGE: FIRST FLOOR PLAN 160 MPH EXP. C A. A NO DRATTE: NT 02/08/22 8CA=.- 1/4"=1'-O" altz= AI GAP (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' SUB FLOOR MATERIAL RIPS FOR 5'-0• SOLID NAILING A H U SECURET14EADS TO TO ST NA T/G 8Up LA U N EW& - WK3T6 3' e • EA FLOOR 3/4' FLOOR GLUED 1 SGRFL ND . STRMOM WTHREADED SHANK PER FASTENER TO EXTEND BEYCNO THICIQi88 804EDII F THE CLEAR SPACE BETWEEN OF SUB -FLOOR BHEATFIRYa 1 1/2' THE HANDRAIL AND THE WALL 9'-4 3/4' 2ND FIN. FLR. "IN. SHALL BE NO LESI I/2' c HANDRAIL • 3b' AS PER FBCR R311.1.82AN / 1 W/ 2X4 RE-INFORCING HGT. PRE-ENG'D FLOORm NOTE: X 42' FL N uwLL W/ / SYSTEM (SEE FLOOR FRAMING SHEET) NOTE, HANDRAIL ENDS SHALL BE 0, cap / STAIRS RIBERs TO CONFORM TO Fperx RETURNED TO THE WALL OR w U x 3/4' KICK PLATE / I' MAX, STAIR DATA: TTH EDITION (2020) MN. TRRAO.0' MAX RIMR.T 3/4' RISE• MAX. VARIATION IN TERMINATE INTO A NEWEL y 15R o '152' RI6ERSrtREAoe ADJACENT r0 EACH POST. w MIN./ 14 TREADS • OTHER 3/S' MAX. VARIATION IN ANY U .0 �i / S T 0 R 10'• 1' NOSING RISER/MAD HANDRAIL CIRCULAR ROee CTION DIA TO EE 1 1/4' ..I/4' CSE . / ABILITY WINDM MIN. •' AIDE • NARROW END MR II' WIDTH • 12' FROM NOTE: / NARROW END 34• MIN. HANDRAIL HGT. I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A / 3-2x12 SYP STRJNMeR DIAMETER OF Ii't 2' OR A NONCIRCULAR CROSS SECTION WITH A REINFORCED W 46" cam, PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND 0 DIM. VARIE5 K >$ o EAD OF s�uBo a1vE� -ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE MALLS UNDER A LA�sEST CROSS SECTION DIMENSION NOT EXCEEDING 2 I/4'. EDGES e � aa EA NORI2'ONTAL RIAd STAIR SURFACE AND ANY SOFFITS SHALL HAVE A MINIMUM RADIUS OF 1/8'. PROTECTED ON THE ENCLOSED SIDE DBL. / 2 x 4 RE-lr a wG WITHGYPsurt BOARDS. FDCR 3m2'i" 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF PNSEPt LATE 0 / SECURE VI2a ` FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY O'-O' FIN. FLR DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE 2x4 ATTacHED uu Otl SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM MASONRY NAILS • 2X4 P.T. SLEEPER INTO SLAB WITHN V STRESSES- PER SECTION 160'1.6.1 / F.B.C. 2020 OF EACH END, 32. orMAX BAR DETAIL A SCALE: 1/2'•I'-0' STAIR SECTION m /'r HANDRAIL SECTION C SCALE: 3/4'•I'-0' — HDR. DTL. D WALE: IR • I'-0' NOTE, HEADER FINISH TO BE PER COMMUNITY STANDARD$ 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-774-4078 www.abdesigngroup.com AA X: 0003325 lair.J . x " 116 fA W 8 O x O 9UDDIV. & LOT ABBOTT PARK LOT #13 BLK #12 PHASE #4C PROJECT# 04181.04C-13121 MODEL: 4EHB "2605- HAYDEN" GAP —&GE gIvnmG: RIGHT PAGE: FLOOR PLAN SECTIONS / DETAILS 160 MPH EXP. C DATES 02/08/22 SCALE: 1/4"=1'-0" SKEET A1A I .!:�lol!.:o Cj: ;ON :•: a �►,11 �.�ito i I' I'1'11 �i ,�, •. %: p. p. y !NoBOOM / iwmx"li ■ p' ac / •; 'o M 11 r fo l SECOND FLOOR PLAN SCALE: 1/4 • V-m' ii • r 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407.774.4076 www.abdesigngroup.com AA A: 0003325 .ti q c � a a HUDDIV. & Lotil ABBOTT PARK LOT #13 BLK #12 PHASE 4C PROJECT► 04181.04C-13121 MODELe 4EHB "2605-HAYDEN" GARAGE DWING: RIGHT PAGE: SECOND FLOOR PLAN 160 MPH EXP. C I R01,VA. ABOUCHACRA L �R NO W723 j DATE 02/08/22 8CAL.E: 1/4"=1'-0" SKEET A2 SHINGLE FYPON IVX48' DECORATIVE SHUTTER OR EQUIVALENT FYPON BKTIIXII OR EQUIVALENT Il'-4' 2ND FLR. A, B 4' RAISED I I BAND I I I I I I I I b' RAISED BAND (TYP.) V-4 3/4' 2ND FIN. FLR- 8'-0' BRG. HGT.A, I I I I I 0 ENTRY�� - 4B 1 I A 1 I TYP. 1 I 4' RAISED I I BAND (TYP.) I I ID' RAISED BAND (TYP.) I FIN, PLR. Il'-4' 2ND FLR 4, B - I I I I I I I I 3/4' 2ND FLR _ I FIN. FLRJBRCs. HGT. —1 8'-19' GIG. HGT, I 45 A I TYP. I I I I I I 0'-0' FIN. FLR., "" IIII IIII IIII IIII , ii I ' IIII III 111111 1"1„LIIII - - T REAR ELEVATION-K SCALE: 1/4 = I'-0' TEXTURED FINISH 9'-4 3/4' - 'o, FIN. FLR. CLG. HGT. �—OPT. COACH L IGHT Il'-4' 2ND FLR. - BRGT. _ 3/4' 2ND FLR FIN. FLR./BRG. HGT. —_ oO'-ID' FIN. FLR. AREA OF ATTIC = 1585 SO, FT. NETFREE VENTILATION AREAREQUIRED 1/300 REQUIREDVENTILATION AREA = 1585/300 5.28 VENTIUITIONAREA XSO,INCHESPERFT.(144) 760.8 SO, IN. MIN. REQUIRED VENTILATION = .5x 76(L8 IN UPPER PORTION OF ATTIC - 380.4 SO, IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 3804 /115 TOTAL#OF VENTS REQUIRED = 3.30783 TOTAL# OF VENTS PROVIDED = 4 `AREA OF ATTIC IS THE PERT -TER OF THE HOUSE, LESS THE OVERHANG E%TERIOROF WALLTO E. RIOROF WA NOOVERHANGSINCWDED) In' THICK 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 4'.4' GALV.'L'-TYFL FLASHING SET IN ROOFMG GEMENT POEP45LA88 SM44SLEO WAMERLAYMENT AS PER FBCR 2X6 SYP PT LEDGER W/ SODAL ROOF SHEATFIMG THICAOJE88 OD 3 THREADED ROD 32' 1/2'.6' THREADED AS PER SHEET 6NL 62CL O PER O.G. 4 1 6' OF FASTENER SCHEDULE END MAX SET IN 601PWN 5...BMPSOPI LSU ]�� HIGH STRENGTH EXPDXY 6' MIN EMBED. I 2.6 SYP RAFTERS OR P E-ENGV TRU68— ROC, 9LOFE PER i --- I ELEVATION MIN. VI6. OBB SHEATHRNG 1X6 BYH E LEDGER W/ I/2'.S' THREADED ROD GUSSET TO 06 SECURED TO 32' O.C. 4 WITHIN 6' OF 2X6 MEMBERS W/ Sol NAILS EACH END MAX SET N 3' O.C. 6 PERML•TER 1-4' SIMPGON HIGH STRIMTH 61MPSON LU6-26 W/ (4) UOd'6 _1 EX% OXY 6' MINEMBED. TO LEDGER AND (2) IOd'• TO 2.6 JOIST CHANNEL FOR SOFFIT OVERHANG DETAIL A SCALE: I/2 • I'-m' ENGNEERED WOOD TRUSSES • 24' OG. SUBMIT SHOP ORAURN36 SEALED BY PROFESSIONAL ENGINEER FOR REVIEW AND COMMENTS I-LYIWOD SHEATFRNG SEE STRUCTURAL 2ND FLR BRG. HGT. .i (PER ELEVJ ROOFNG AND FLASHING W) DRIP T%S6 67RAM AND AHC1101�6 EDGE PER MNFR WARRANTEE SSE 6TRIG111RAL REOLUIREMENTS WRAP FASGA WITH BREAK METAL PIAGCN er 210W BEAM 60 STRCAVAL b,I, 2.6 WOOD FASCIA SEE STRUCTURAL FOR FASTENERS VENTED 6CITIT PER ATTIC CALC'S IA' THICK 2 COAT CR"IENT PLASTER APPLIED DIRECTLY TO MASONRY RAISED TRIM PER ELEVATIONS 2ND FM WNDOW PER PLAN RAKE SOFFIT DETAIL B SCALE, 1/2 . I'-O' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-774-4078 www.a bdesigngroup.00m AA #: 0003325 G sya 0 � a e � IsysD><v. 3e LOT: ABBOTT PARK LOT #13 BLK #12 PHASE #4C PROJECTy 04181.04C-13121 MODEL: 4EHB "2605-HAYDEN" GARAGE 8W MG: RIGHT PAGE: FRONT & REAR ELEVATION IV' 160 MPH EXP. C DA 02/08/22 SCALE: 1/4"=1'-0" itimT 8KEET u A3 1 1 ELECTRICAL LEGEND symBOL DEFINITION NOTES —e 12W OUTLET 20 AP SNGLE POLE IIOV OUTLET IIOV OUTLET bTo oSIErcH O�ffT UPW GPI IIOv OUTLET EaIPED dvamo FNL NIERIPIR (TA" -ER RFWSTANT TYPE) a@ 220V OUTLET (M WIRE CONNECTION EXT. WATERPROOF GROLHO OR T r weer NT RRP SwrcH GXTC4 3-WAY OPER �4 SWITCH 4-WAY OPER WALL MOUNTED LIGHr CEILMG LIGHT © LED CLG LIGHT © VP LED VAPOR PRooF LIGHT © VP VAPOR PROOF LIGHr OQ I®CESSED CAN eVENT. FAN I att PER &a Fr. VENT. FAN IuaIGHr I O71 PER OG. Fi. 1 V L FIXf11RE fLQ�1_ rape&'& Too DY low 7•DILD UNPAP ® ARO6D (RECESSED) 2-1011.5 WRAP L AROUND (BIAF �-{ 3' RJWIa6CDNT 4' FLUORESCENT p� �-o—a 21 —a— C 4' TRACK LIGHT 0 PANEL METER S VAS DETECTOR �`�`� �tt WALL MOUNTED DAtt. oAd[.UP 1� 1 EMom DETECTOR YILtlS�WEE ® g)Cp &MOW oEIECIOR comso "MRool SCTED &HALL 6E A DISTANCE OF Nor L.06 HID/ A' IIALL PEDANT LIGHT LIB NATURAL GAB OUTLET ► TOLIP40M JACK UJW WATEE HEATER DUCQLECT T2 y1� 2! eLtlOL O T! AIR COPOITION CN SEE AM . DISCONNECT THIS SWEET I-❑N TeLEvlaoN JAQC eEILNO DON Rcax JO J•DOX TO DE SUPFORTED N ACCORDANCE Wr e MARLED AS SIC14 FOR INSPECTION CEG %k4&IGHT ILN TO De SUPPORTEDN ACCOIOACE UI( EOx MARLED AS SIGH HoIE Rma 24• NGWDE&CENT LIGHT STRIP 36- INCANDESCENT 4 LIGHT STRIP nnnnonnnn 48• ASCENT LIGHT STRIP FLOOD L1GHr CPT. SECURITY KEYPAD PUSH-BUTTON FOR CHSl6 USD PORT • LOCATION OF TV JACK6 A PHONE OUTLETS A PAN& TO DE VERSIFIED6 HOFEOU NER PIE -CONSTRUCTION MEETN& • ALL ID N 20 AMP DRACH CIRCUITS TO DE AMC FAULT PROTECTED PER ELeCTRICAL PIEDVIS e, OF MM tTiN EDITION r1m2mJ A NEC 21mII 2mli EDITIOK • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI & ISLAND (NOT ON gTCHEH CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT INPANEL • EATHROOM EXHAUST PAN TO HAVE MN. CAPACITY CP 90 CFM NTERYITTSINT PER ELECTRICAL PROVISIONS OF SECTION MB0T3 • LAUNDRY ROOM AND DISHWASHER RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-M,elaerTelE PROTECTION FOR PERSONNEL ON FEEDERS • WIRINS McTHOD SHALL DE NON METALLIC CABLE PER ELECTRICAL PROM&IONS OF FECR TTH BD r202m1 • ALL WOW TO COMPLY WITH ELECTRICAL PROVIN& 610 OF THE FOCI TTN ED r2O201 • YSUS OF L� TEE F?EISGY ERICI@ TYPE PER FEG BNERGY �BRVATION (RE&iDEAT1Al ENERGY EfFIT'JENCY) 2m2m_ tl. EDITIDtN R104J PATIO ------- F----II I 1 I 0 I DMG ROOM I i ROOM — PRE PAN 6'_g• N I I � L SWITCH IN it �L ' I CABINET 1 i I I I GFI /TO 2ND FL. 1 ' I I IEN I OUTLET ) FOR DW r SW ITCH 0 -�-a�X``tL GFI • 44' = ", ==OFP F GFI a/cc AFF. F� / III I FLEX PRE -WIRED / FOYER CLG FAN III! I PCBHRFOIEB I � ' PORCH L------------— - - - - -- FOR GARS H DOOR I 11 KEYLESS FIXTURE GFI ll GARAGE @� DOOR F'12EWIRE GARAGE PRE-WIRED CLG FAN 1�1 12 BDRM. #2 I \BATH#2 FIRST FLOOR ELECTRICAL PLAN SCALE, 1/4' P I'-,V' I L t I LED LIGHTING C SINGLE LAV. BATH 4'2 /BOLLARD AS RED. PER BLDG. CODE COACH LIGHT METER 1 VERIFY �II LOC. FF07ADE PLV CLL THW • F6 w N 2' CONDUIT OR 3 PNm AL, THIN • FS w N I' CONDUIT OR LO AL. SEA (CONDUIT TO TERTINATE ABOVE &OMT • OVERMNW GFI IRRIGATION 150 AMP ELECTRICAL RISER OUTLET 6 48' AFF. NOT TO SCALE. COMDNATION SERVICE ISO AT1P DISCONNECT SUT04 AND nOA,N6 VOLT GENERAL NOTES, A ELECTRICAL MATERIALS APO N&TALLATIOND SHALL COFPLY BATH ELECTRICAL PROVISIONS OF THE �TT� W M ELECTRIC METER IN I PHASE HIMA 3R ENCLOSURE 1'RO PANEL ESE jj - jj�LTfCIi J1 LOCAL CODES, AND ALL LOCAL PwElt COMPANY REQUIREMENT&. I&OARP D. ALL CONDUCTORS SHALL DE TYPE TWHNM UN UNLESS NOTED OTHEIRUSE. T0-1 "Com SSavC[ CAMS TELDA6I0N NTISNNCi SERAG ENTRANCE &RHATIDNT KAUPMDHT POWER COMPANY TAR NTERBYSTEIT ISONDMG fEla'1NA. AT Lew fJlADE VOLTAGE CONiKTIO16 PROVIDE ENO AMP, n0/240 VOLT, 1 PHASE SECONDAR1 —r..I..IA I V w SERVICE GIlaIND OOKJECTED TO ELECTRICAL SERVICE. PROVIDE 3 9 COPPER (w) N CONCRETE DCASED FOOTER STEEL PER 1-1/2" DIA BCNEDULR N PVC CONDUIT OR PROVIDE 3 ELECTRICAL Mill"61ON6 OF THE PWR trH -2/0 ALUMINUM (AL) N 2" DIA SCHEDULE 60 PVC EDITION [2mtlml CONCUR UNLESS SERVICE 16 PROVIDED DY THE COMPANY COMPANY. COORDINATE WITH THE ELECTRIC Xe R CONY COPPER CLID GROUND ROD cornPANr PRIOR TO DID. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.a bdesigngroap.com AA #: 0003325 w M F S C C $ SU13Div 89 L40T ABBOTT PARK LOT #13 BLK #12 PHASE #4C PItOdECT# 04181.04C-13121 MODEL: 4EHB "2605-HAYDEN" GARAGE evaNG: RIGHT PAGE' FIRST FLOOR ELECTRICAL PLAN 160 MPH EXP. C DATE: 02/08/22 SCALE: 1/4"=1•-0" SASSY ELECTRICAL LEGEND SYME30L DEFINITION NOTES -e 125V OUTLET 20 AMP GRW" POLE IIOV OUTLET IIOV OUTLET y ofSWITw OUTLET "Woo M Gil IIOV CUTLET BOWFM � FALLI MIURIU4 RATTER INEWTAM TYPE) a@ 220V OUTLET (4) WINE CONiCTICN .q... pWipP EXT. WATERPROOF ORRND FAULT �F- GPI OUTLET NTEWIN PTER OUTCH SWITCH 9-WAY OPER W4 SWITCH 4-WAY OPER WALL MOINTED LIDNr CEILING. LIGHT © LED CLG LKsHT ©vp LED VAPOR FROOF LIGHT @ vp VAPOR PROOF LIGHT @ RIIGEBSED CAN eVENT. FAN I CFM no sQ FT. VENTW FAN LLVLIG. 1 CR'1 PET¢ SO. FI. V m LIGHT PII`TT (OPEC's TOD DY I 2-01ALD UIPAP ® II��H4 AROUND IRECESBED) FLUORESCENT WWF ® IBUR�'iL 8 FNTJ AFOI �M 2' R. WPMCEIT 4' FLUOR:OCENT Q --a—�-v-� CDC 4' TRACK LIONT PANEL sib METER • SD. 0-com DETi•-CTOR RATT. Surx-uF y WALL MMNTED SNTT. BAac-ur OD. SMOKE DETECTOR yW CAPWCN DE7tc1'OI! NIE creD Car GQs)D SHALL OE A DISTANCE OF NOT LE" THEN 4FpWM P?OANT LIGHT NATURAL GAS ► TMJPHOFB JACK "TEI HEATER r0 Y SI.EVATEe DiOCOMB'CT AIR CONDITIONNG S8E A14I DUKbNIEOT FO TELevlslaN JACK u NG DON REQO ro x eu•I•DRreD N nARcec As SUCH FOR OILING BOX IV.= pw TO OE SUPPORTED INCEILN6 PAILL.IGHT ACCORDANCE W) BOX MARKED AS SUCH FOR pnn4 2P NOANDTRIP LIGHT STOP nnsann IS' N Q4NOESCER LIGHT STIBP 48' WAPOESCEfT LIGHT STOP FLOOD L— KP OPT. SEcu ; KEYPAD P2A NSN-OIITTON POR c+wm UM PORT • LOCATION OF TV JACKS 4 m40NE OUTLETS . PANS TO BE VERIFIED • HOMR VIER PRE -CONSTRICTION MEETNG. • ALL 0 • 20 AMP DR.4NCH CIRCUITS TO DQ AMC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF MCR TT41 EDITION (202m) NEC 2IOJ2 20IT EDITION • 20 AMP DEDICATED LAUNDRY C IOUIT. • OR • ISLAND (7,10T ON KITCWEN CIRCUIT) • OUMUAGWR DISCONNECT TO 0E LOCKGUT N PANEL • DATNIOOOM EwYUBT PAN TO HAVE MIN CAPACITY OF SO CRT MTEWITTBJT PER ELECTRICAL PROVISIONS OF 8ECT014 MOOT9 l•LCR YTH EDITION (2020). • LAUNDRY ROOM AND DUILWASFER RECEPTACLE SHALL BE GROUND FAULT CSSCUIT-n4TERtls•rEE PWOTL•CTION FOR PERSONIEL ON FEEDERS • UARNG M T1400 SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR TTIA ED (20201 • ALL WOW TO COMPLY WITH ELECTRICAL PROVISIONS • ATMn aLLH TED BY BULDER 3M OFIMID LIG ITNG MIST BE EFJSGY lPFIOIE4T 7Yrt rtR F2SL EIEIGY CONOERVATIC?l (RESIDEMIAL O,ER: T jMrj=Y) 2020. T1h EDITION RA04) II-------------------------I— SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' P 1'-0' r um ROSE - LED LIGHTING @ DOUBLE LAV. BATH M LED LIGHTING @ DOUBLE LAV. BATH •3 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774.6078 FAX 407-774.4078 www.abdesigngroup.com AA #: 0003325 W m O ABBOTT PARK LOT #13 BLK #12 PHASE #4C PROJECT* 04181.04C-13121 MODE2c 4EHB "2605-HAYDEN" GARAGE 8WING: RIGHT PAGE - SECOND FLOOR ELECTRICAL PLAN 160 MPH EXP. C DA�i'Hs' 02/08/22 SHEET E2 FIRST FLOOR PLUMBING PLAN SCALE: 1/4 " 1'-0' i � '- - - - - - - - - - - - - - - - - - - - - - - - - -J SECOND FLOOR '' 1 PLUMBING PLAN SCALE: V4 " I'-0' s• •� Lav V IQ MAIN PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77445078 FAX 407-7744078 www.abdesigngroup.com L AA #: 0003326 A F n U f: aUSDry & LOT ABBOTT PARK LOT #13 BLK #12 PHASE #4C PR 'Tp 04181.04C-13121 "ODEIs 4EHB "2605—HAYDEN" GARAGE 8WMG: RIGHT PAGE: PLUMBING PLANS 160 MPH EXP. C 1� patNT DATIM 02/08/22 acALE: 1/4"=1'-0" Mamm Pi ku HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH 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 FAB i MASTIC. AND INSTALLED AS PER FBC TTH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA 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 S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC TTH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC '1TH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN 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 FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOOR$ 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 FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOW'S. SECURE STRAP TO CONG. CONDENSER W/ (2)-3/16'XV TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) 'BX1 1/4' $HT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE SCORIATED NICKEL BRONZE FL. PL. BRASS PLUG FIN. FLOOR OR WALL —"� FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 86WO INSIDE/ R / SERIES NICKEL BRASS TOP CAULK / P.VC OPTI/SPEC FLOOR SLAB CLEAN -OUT (TY�P.), N LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I 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 In THERMOSTAT m PASS-THRU AIR GRILL NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB t REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR TTH EDITION (2020) MECHANICAL BLDG. CODE SECTION 3012A HVAC DRAINS COUNTERSUNK Co. PLUG FIN. GRADE OR PAVING 1._6' r EE SPEC. -8'XS' CONC. ITTNG OR XTENSION TO SOIL R WASTE ASEQUIRED NEXT. GROUND CLEAN -OUT (TYPN� �-----------1 DTNTNt`��[� I I 14* FROM VO ABOVE BEDROOM #2#2 1 II ( I�------- ---------- 1 12X8 1N Xg II------� II m H3 i II 12X12 14X6------- " II PASS THRU BATH)O L-11 'X, I ------_—_------------ I 11 I I I KITCHEN ' O I STOR' I 2 L 1_______i� o` 12X8 — � — OX = 8' S/A FROM ABOVE FLEX IIFOYE III III PORCH FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 - 1'-0' WH 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774.6078 FAX 407-774-4078 wwwabda I' mup.com AA #: 0003328 N 0 3 BLJHDIV. Ae IAT ABBOTT PARK LOT #13 BLK #12 PHASE #4C PROJECT# 04181.04C-130 MODEZ. 4EHB "2605- HAYDEN" GARAGE 81WMG: RIGHT PAGE: FIRST FLOOR MECHANICAL PLAN 160 MPH EXP. C IF 11 i DATE. 02/08/22 SCALE: 1/4"=1' — 0" 8FIEET M1 i i i--------------------------I SECOND FLOOR MECHANICAL PLAN SCALE: 1/4 . I'-V d N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 0 m 0.1 0 g S stmDm aLOT ABBOTT PARK LOT #13 BLK #12 PHASE #4C 11PROJZCT# 04181.04C-13121 MODEL: 4EHB "2605-HAYDEN" GARAGIC SVMgG: RIGHT pAGSECO ND FLOOR MECHANICAL PLAN 160 MPH EXP. C %AR NO 03723 ' JNO 03723 ' J PitngT DATjM 02/09/22 8CALE: 1/4"=1'-0" oklz= M2 pEg_FLg_2X4 TOP PLATE PLAN i' PRE-FAB TRUSS 1/2' CLG. BOARD . I/2' DRYWALL V SECURE ST. — PLATE TO SLAB W/ 10d MASONRY NAIL • 32' Or — MAX FIN FLR 2X4 WOOD STUDS -24' O.G SLAB IVVIC: °71ullu IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.G. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. TYP. INT. WALL NON—BRG. 29 SCAI E, 3/4'.1'-C' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W5.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRIJ88 �� MTL. DRIP EDGE 2. FASCIA PER 1-0 TYP. ELEVATIONS OJ-I. VENTED SOFFIT 1/2' THICK, 2 COAT PORTLANO CEMENT PLASTER APPLIED DIRECTLY TO MASONRY &-0' FIN. PLR _ ��5/S' GYPSUM BOA I/2' HIGH S—AROrRENGn•i CLG. FIER ELEVATION BO SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1INSULATION �WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING —� STRIPS a 24' O.C. 5' CMU- 1/2' GYP. WL. BD.— / i— WOOD BASE rA W/ WINDOW OPENING es S' DIA SLEEVE DO NOT CUT REBAR BOND BEAM IPE O NOT CuT SOLID *,ROUT THE BOND uV tI)- 'e BEAM (2) COURSE RESARS 2A PIPE THROUGH BOND BEAM D1 SCALe, 9/4'•I' m' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS F'ER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENCa TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN �• ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 191MB.1. TYP. WALL SECTION NO OPENING NOTE; METHOD TO BE USED FOR THE %5—'�1—STORY HIP BLOCK WALL INSTALLATION OF ROOF 1 SCALE, 3/4'.1'-m' UNDERLAYMENT IN ACCORDANCE WITH FBCR S05.1.1.1 OF THE FBCR 2020 1TH EDITION 15 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D406S TYPE III OR TYPE IV UNDERLAYMENT. w am MW x'Ae 6Y LW e� 2 GAS LINE THRU BLOCK D1 eaus. w•.r� FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET ON] PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STINIJCTURAL DETAILS 1/2' THICK, 2 COAT—L--- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. PLR 8' CMU 9' I�,49OOTiTi�0000Q4�4�i. lea veleTicnL neAac--�'� t —My OTH P Ooae I 111' ILL_ O04EAD s GARAGE DOOR JAMBS D1 SCALE: 11/2'a1'-0' —2X4 SPF 24' O,:, MAX — SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS-- STIFFBACK AT ALL UPRIGH PER STRUCTURAL DETAILS PRE-ENG WD. TRW 2x RAT RUN SECURED F'ER—/ STF41 87RUGTURAL DETAILS SEE ENERGY CODE PORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL dx2 P.T. FURRING STRIPS • 24' O.C. 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBGR 905JJ. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON 514EET SNI. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER 6TRUGTURAL DETAILS Rim • _ 0'-0' FIN. FLR a a ROOF SHEATHING THICKNE55 IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 a• 1TH EDITION, SECTION R301.13 AND 160S5.1. n W/ WINDOW OPENING n TYP. WALL SECTION L' NO OPENING NOTE: METHOD TO BE USED FOR THE r611—STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4'.I'-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE 11 OR ASTM D4065 TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdesi gngrou p. oom AA M: OD03325 h c G Y e BU13Div & L,OT: ABBOTT PARK LOT #13 BLK #12 PHASE 4C PROJECT# 04181.04C-13121 MODEIa 4EHB "2605—HAYDEN" GARAGE 3WWO: RIGHT PAGE: DETAILS 160 MPH EXP. C FIBERGLASS SHINGLES—,FIBEFI3LA88 SHINGLES WITH LNOERLAYMENT WITH UNDERLAYMENT AS PER FBCR W5.1.I. AS PER PSCR W5.U. ROOF SHEATHING ROOF SHEATHING THICKNESS AS PER THICKNESS AS PER SHEET SNI. SECURED SHEET ON]. SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE PRE-ENG WD. TRUSS R PRE-ENG WC). TRUSS- 24' O.G. MAX. LEVATION 24O.C. MAX. METAL DRIP EDGE—' METAL DRIP EDGE GATT INSULATION 2x FASCIA PER ELEVATIONS REFER TO ENERGY CALCS FOR VALUES / VENTED �. O. O.N. 5/8' GYPSUM BOARD 2x FASCIA PER--/ ELEVATIONS SOFFIT TYP. OR I/2• HKaH STRENGTH CLG. BOARD / VENTED) REFERENCE IX2 FIRE -STOP SOFFIT STRUCTURAL R-4.I INSUL. REFERENCE STRUCTURAL J Lu WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS —REFERENCE STRUCTURAL T 4 G SUSFLOOR 1/2' THICK, 2 COAT j3/4' GLUED AND NAILED 1/2' THICK, 2 COAT--� PORTLAND CEMENT a � m AS PER NAILING SCHEDULE POASTER CEMENT PLASTER APPLIED PLASTER APPLIED DIRECTLY TO w DIRECTLY TO MASONRY m MASONRY R IX2 FIRE -STOP LEVATION IX2 FIRE -STOP -- SEE STRUCTURAL SEE STRUCTURAL — ER L VATfON 5/8' GYPSUM BOARD OR I/2' HIGH STRENGTH CLG. BOARD ER LEVATfON IX2 FIRE -STOP IX2 FIRE -STOP--"' R-4.1INSUL. 1/2' THICK, 2 COAT- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE -STOP - WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. PURRING STRIPS • 24' OZ. 8' CMU I/2' GYP. WL. BD. WOOD BASE 1/2' THICK, 2 COAT — PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY IX2 FIRE-STOP— O.N. 15ATT INSULATION REFER TO ENERGY CALCS FOR VALUES 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD IX2 FIRE -STOP R-4.1INSUL 3/4' T 4 G SUSFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE ER 7ftLEVA OILEER LEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG.BOARD R-4.1 INSUL. Ix2 P.T. RIRRINIG STRIPS • 24' O.G. 8' cm 1/2' GYP. WL. BD. WOOD BASE a n. GEh ,RADB'`'. L _ `LINE . a ,'a. O Q' .. 4: n W/ WINDOW OPENING WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE: 3/4'•I'-C' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngrou p.00m AA #: 0003325 p I 014 o oe a a es A R 3 3 Z g C i stmDm & LoT: ABBOTT PARK LOT #13 BLK #12 PHASE #4C PROJECT# 04181.04C-13121 moaEst 4EHB "2605-HAYDEN" GARAGE BVnNG: RIGHT PAGE: DETAILS 160 MPH EXP. C ROLWO A. ABOLOIPICRA AR NO W723 . DAPS: 02/08/22 sCA z:1/4"=1'-0" SHMW JLJ 2 MeL 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (V 1,12' X d' J-BOLT W/ 4' MN EMBEDMENT W/ 2' X 2' X V8' WASHER 4 NJT OR W/ (2) V2' X 8' ANCHOR BOLTS W/ 2' X 2' X VS • LUA81ER 4 NUT IS, SECURE 2z4 TO OLK W/ 1/4' TAPCI" m 11/2' EMBED. e' OC. 4' END DIET. 1 1/2, EDGE DIET. IH ypKy 2X6 GARAGE DOOR BUCK SEO LIED W/ B) V2' X 8' J-DOLT OR ANCHOR BOLTS, W/ 4- MIR 112Me�MBNiT, W/ 2' X 2' X VD' WASHER 4 NUT. (1) WITNN 8' OF TOP, (V WITNN 8' OF THE 5TM, O (3)EVENLY SPACED. O IE NOTE& ALL ANC 4ORS SMALL DE N ACCORDANCE TO MAWFACTURERS INSTALLATION INSTRUCTIONS UUERC &lr-W NSTRLGTIONS ARE MOWS BTRNGENT GARAGE DOOR (a)BUCK ATTACHMENT V- ecaLo Un'.rev/'.re' e' cMu 1/2' DRYWALL Iz4 P.T. OR S/4'X4' MIN. SECURE THRU PRAMS 4 TX4' EMEND 1-1/4' INTO P.T. NAILER BLOCK W/ 3/16' TAPCONS DOOR CASING MN SHANK SIZE 148 MN HEAD SIZE 300 _ MIN. EMBEDMENT 1.1/4' WITHIN 8' OF EACH END DOOR JAMB OR WINDOW 4 IS,O.C. MAX SPACING ATTACH TO 2X PER MANUFACTURES, DETAILS. NOTE, 641M A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3/4" OR +5/4" OR TO BLOCK +3/4" OR +5/4" a 1fIND 2X4: m SECURE TO BLOCK W/ 3/16' TAPO" (MIN. SHANK 81ZE J40, MN HEAD 812E 3M MN EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 S' O.C. MAX SPACING. 2X6. m SECURE TO BLOCK WK2) 3/16' TAPCONS, (MN SHANK SIZE J45 MN HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 LF 8. CMU WITNN 8. OF EACH END 4 S' O.C. MAX SPACING. IR' DRYWALL 2X5, ® ❑ 1'X4' SECURE TO BLOCK P.T. HALER WK2) 3/16' TAPCONS DOOR CASING MN SWANK 61ZE 345 MN HEAD 812E 3" MN EMBEDMENT 1 1/4') WITHIN 8. OF EACH END • S' O,C. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +1 1/2" nWINDOW TO BLACK +1 1/2" 3/4 PT 1 1/4' rVV -17 0� fy U � 0 INTERIOR I I EXTERIOR 3/4'k9' .RECESS) 3/4" BUCK CONNECTION ,-TO,-JO BLK DETAIL 2X4: m SECURE TO BLOCK W/ 3/16' TAPCONS (MN SHANK SIZE .146 MIN. HEAD SIZE 300 MIN EMBEDMEM 1 1/4') WITHIN 8' OF EACH END t S' OC. MAX SPACING. 2X6: SECURE TO BLOCK W/(2) 3/16' TAPCONB (MIN. SHANK SIZE .IN MN HEAP SIZE -%" MN EMBEDMENT I V49 WITHIN 8' OF EACH END S' CMU t S' OC. MAX SPACING. IR' DRYWALL SECURERE TO BLOCK a I X4' WK2) 3/W' TAPCON9 WK2) P.T. NAILER MN SHAW SIZE 145 111. OBE. X 4' MN MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') DOOR CASING WITHIN 8' OF EACH END 4 S' O.C. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFAM URES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +1 15/18" `�D�OII TO BLOCK +1 15/IB" ZX4, m SECURE TO BLOCK W/ 3AW TAPCONS (MIN. SHANK SIZE .145 MN. HEAD SIZE 300 MN EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 IS,' OC. MAX SPACING. NOTE. STRUCTURAL 2X MUST BE 2X6: ® ON OUTSIDE t 5ECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL 11K2) 3/16' TAPCONS 3/16' TAPOON MN I-1/4' (MIN. SWANK SIZE J45 EMBEDMENr INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITNN 8' OF EACH END 8' CMU 4 0' O.C. MAX SPACING. I/2' DRYUW-L 2X& U2!® ❑ SECURE TO BLOCK I'X4' 3/16' TAPC0NO P.T. NAILER DOOR cAe 4GMNSHANK1MN HEAD 86MN Lii EMBEDM1/49 WITHIN 8OF RACW END 4 IS' O.C. MAX SPACW. DOOR JAMB OR WINDOW ATTACH TO 2X PER MMAPACTUREB DETAILS, NOTE, SHIM AS NEEDED TO PLU'IB JAMS (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +2 1/4" n1IINDOIY TO BLOCK +2 1/4" 2X4 Mo SECURE TO BLOCK W/ 3/16' TAPCONS (MN. SHAW SIZE J45 MR HEAD SIZE 300 MN EMBEDMENT.1 V41) WITHIN S' OF EACH END 4 S' OC. MAX SPACING. 2X 91!CUIRERE TO BLOCK wK213/l6• TAPCONS MN SHANK SIZE J48 MN NEAR SIZE 300 MN EMBEDMENT 1 1,149 UATNN e' OF EACH END 4 IS' OC. MAX SPACING. 2Xe. CEM OECIRE TO BLOCK WK2) 3/16' TAPO" (MN SHANK SIZE J45 MN NEAP SIZE 3OO MN EMBEDMENT I V49 WITHIN 8. OF EACH END 4 S' OC. MAX SPACINCL - NOTE: 814" AS NEEDED TO PLUMS JAMB (DO NOT EXCEED V49 8' CHU 112' DRYWALL CELL TO BE POURED SOLID W/ 2,600 PSI CONCRETE REMORCED W/ (IJ 0 VERTICALLY 1'X4' P.T. NAILER 1/I6' O.S.E. X 4' MIN. DOM CASING WB OR WINDOW TO 2X PER :TURNS DETAILS. DOOR JAMB 3 TO BLK DETAIL 2X4: m SECURE TO BLOCK W/3/I6' TAPC," (MIN. SHANK SIZE 145 MN. HEAD SIZE 300 MN EMBEDMENT 1 1/4•) WITHIN 8' OF EA 14 END 4 18' OC. MAX SPACING. 2X6. SECURE TO BLOCK WK2) 3/16' TAPCOI.S MN SHANK SIZE J45 MN HEAD SIZE M0 MN EMBEDMENT 1 1141) WITHIN S• OF EACH END 8' CMU 4 ID' O.C. MAX SPACING. VZ' DRYWALL ZX& U2® ❑ SECURE TO BLOCK MA4' W/(2) 3A6' TAPCONS P.T. NAILER MIN. 99" SIZE J45 DOOR CA&N2 MN HEAD SIZE 300 MN EMBEDMENT 1 V4') WITHIN e' OF EACH END 4 WOG. MAX a"A'C�• DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4•) DOOR JAMB TO BLOCK +3" K 2X4. m SECURE TO BLOCK W( SAW TAPCONS (MN. SHANK SIZE 145 MN HEAD SIZE 300 MN EMBEDMENT 1 V41) WITHIN 8. OF EACH END 4 w' OC. MAX OPACM NOTE. SrIRUCTURAL 2X MUST BE 2X6, m ON OUTSIDE t SECURED SECURE TO BLOCK THROUGH NON-BTRJCTURAL W1(2) W** TAPCONS 3K6' TAPCCK MIN. 1-1/4' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') 8. CT1U WITHIN 8' OF EACH END 4 W O.C. MAX SPACING. V2' DRYWALL 2XI% I:® I'X4' SECURE TO BLACK P.T. NAILER WV(2) 3AW TAPCONB DOOR CASING (MN SHANK 612E .10 MN HEAD SIZE 300 MN EMBEDMENT I V4') WITHIN S' Q EACH END 4 IS' OC. MAX SPACIN NOTE, SHIM AS NEEDED TO PLUMBS JAM(00 NOT EXCEED 1/4') 7ND 2X SECURE TO STRUCTURAL MEMBER WK2JI2d WITHIN e' OF EACH END 4 W TO 8'Or- MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTURE6 DETAILS. DOOR JAMB TO BLOCK +3" F 2X4: m SECURE TO BLOCK W/ 1/4• TAPCONS MN 814MK SIZE J45 MN HEAD SIZE 3" MN EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 S' OC. MAX SPACING. 2X6. SECURE TO BLOCK WK2) 1/4' TAPCONS (MIN. SHANK SIZE J45 MIN. NEAP 812E .300 MN EMBEDMENT 1 1/4') WITHIN S' OF EACH END t W OC. MAX SPACING. 2X& 1=1 SECURE TO BLOCK W/(2) 1/4' TAPCGNB MN 814ANK Slg .W5 MN HEAD SIZE 300 MN EM ORPMONT 1 114') WITHIN e' OF EACH END 4 18' OC. MAX SPACING e' CMU 1/2' DRYWALL I'X4' P.T. NAILER 1/16' 09E. X 4' MN. i- DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 7/15" v I/IlIDOIf TO BLOCK +3 7/16" 2X4. m SECURE TO BLOCK W/ 1/4' TAPCONS (MN SHANK SIZE J45 MIN. HEAD 61ZE 300 MN QTBED(MIENT 1 1/49 WITHIN S' OF EACH END 4 10' OC. MAX BPACINd. ZX6, SECURE TO BLOCK W M I/4' TAPCONS MN SHANK SIZE .145 MN HEAD SIZE 300 MIN. EMBEDMENT I/47 WITHIN 8' OF EACH END 4 15' OC. MAX SPACING- 2X6, 12m SECURE TO BLOCK W/(2) 1/4' TAPCONS (MIN. 614ANK SIZE 10 MIN. HEAD SIZE 300 MN EMBEDMENT 1 114') WITNN 8' OP EACH END 4 W O.C. MAX SPACING - NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THPWUCi4 NON-STRUCTURAL 3/16' TAP()CH MIN. 1-1/4' EMBEDMENT INTO BLOCK L.-S e' CMII IR' DRYWALL ❑ 1'X4' Ir P.T. NAILER 1' P.T. X 4' MN �4 r DOOR CASING DOOR JAMS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, 814IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3 3/4" n1fDVDOR TO BLOCK +3 3/4" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774SO78 FAX 407-7744078 www.a bdeaigngroup.00m L AA B: 0003325 C Ci � a iSF aC Q Q Q ® N .SCp 6611 _LL 9 auBDIV & L/oT: ABBOTT PARK LOT #13 BLK #12 PHASE #4C PRoizcT# 04181.04C-13121 MODMIr 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH EXP. C DATMD: 02/08/22 mcAS,E: 1/4"=1'-0" Sl CT PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL R MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 2147341 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 13872A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10441A SIMPSON STRUCf. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10660.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 11496.S SIMPSON STRUCT. CAMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 11495A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10532.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 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 17676.26 MI WINDOWS & DOORS TWIN WINDOWS 3540 TWIN SINGLE HUNG 2020 FBCR 11/3/2025 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 & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 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 12/31/2022 5678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/22/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR S/21/2028 2395S.1 THERMA-TRU EXT. DOORS 6'-B" EXTERIOR DOOR 2020 FBCR 12/31/2022 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2022 23956.2 THERMA-TRU EXT. DOORS 6'-B" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/31/2022 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDELITE 2020 FBCR 12/31/2022 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2022 20461.9 THERMA-TRU EXT. DOORS SWINGING single lite EXT. DOOR 2020 FBCR 12/31/2022 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020FBCR 1Z/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 10/4/2025 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 22/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310-R2 IKO SHINGLES 30YEAR 2020 FBCR 12/31/2024 1S8.1 CASTCRETE STRUCTURAL UNTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 FL 15272.2 RS ALSIDE ALLIANCE T4' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION( BUILDING CODE INFORMATION SYSTEM 0 W W W.FLORIDABUILDING.ORG CONTROL DATE: 01/28/2022 i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA M: 0003325 Ls i a 6 O C otmDrv. Ia LOT. ABBOTT PARK LOT #13 BLK #12 PHASE #4C P100J�CT 04181.04C-13121 MODm: 4EHB "2605-HAYDEN" GARBAGE OWING: RIGHT PAGDI PRODUCT APPROVAL LISTING 160 MPH EXP. C ffrATE OF 1 AmABOUCH M AR NO W723 P � 02/08/22 ■CALM: 1/4"=1'-0" sl mT 4 raD na�vm.rra , Pr.O .a Q KICKOUT ® ® DETAIL I.DLD w 1/I6' ZIP SHEATHING ® SYSTEM (INSTALLED PER MANUR SPECS.) OR WOOD SHEATHING Orow «uA o . ® t RXD MLLM O . rr a { OR CMU P.A i :.aaax.n.e :.aEs EAx.wr.e ". WRLAYER "I, > aaeaea . rr. e y� a C EA94 • M. o STUCCO WRAP (FRAME ONLY) A TOLD DOLE S 4 e ru.L PT. r. c raral�s x ® eorrOMFLANs ® J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ® ®roLD ROOF/WALL SCREED • �� PLAN= iLMl9a V ATiR TKrW NOTE: W .m } IF ZIP SHEATHING SYSTEM ISHawZ 5'X5' 'L' TYPE CONTINUOUS INSTALLED, PLEASE SEE i' TMIG a clA.r care,a PLAerER rRearia w•a mar F X GALV. METAL FLASHING MANUFACTURERS Ceslr n AMM raw INSTALLATION PROCEDURES YRpLAYER�,FdRTfleER (NAIL TO ROOF DECK, NOT euu.cll•�'. _'_ aR.Y, WALL SHEATHING) u� LAYER'I, �" CAP SHINGLE - DO NOT NAIL, •"�!rg•�� BTIKl.O YAlAI•(RlptE ONLY/ K1Car1S L�LAr�ovSuLDrtsui.Ar INSTALL WITH ROOF CEMENT 'LAIM eTO awyl a Y, I A. Z " Rtwo ORVcmom a1 eaaaueLLe� �� ROOF CEMENT %6MLL,LA WM a / ROOF PER ELEVATIONS �t D KILK-art PLA8HM reea MAIL) RLT IMDOe.A Y TaR TpFR MAL (ORO OR 1OLDOR DO NOT Ca, J'�'iVCJ MBTAU.K1aCQ1T lHIA91l ROO.Ib O~ KASWOTTOM a AT OQ ROO' r Uwu k LLWLL IOIYLOTIatl DIiI ■rgm OVL6,Y 3•, OCT" w' ae.om MOCIA wvM "W-"'WM4'° " O"L" FLASHING 5 N.T.B. DRAINAGE PLANE (WRB LATER #1, STUCCO WRAP) WRB LAYER 02 (FORTIRBER — — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/16" ZIP WALL SHEATHING 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AAf:0003325 P: >s stmDly. Ac LOT ABBOTT PARK LOT #13 BLK #12 PHASE #4C PROJECT 04181.04C-13121 U0DEL: 4EHB "2605—HAYDEN" GARAGE 8WINc : RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C SELF-ADHESIVE FLASHING — — — — — — FE 1 1 Z V NOTE: METAL LATH: LATH TO BE PER SECTION AANoca R103.1.1 / ASTM C-,541-14a, MIN. 2.5 LBS. PRINT PER Sa. YARD (UTILITY OR NOMINAL DATR: 02/08/22 SCALE: 1/4"=1'-0' LATH DOES NOT MEET SPECIFICATIONS) SNzET WA.1 LEGEND DRAINAGE PLANE (WR5 LAYER "I, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER — — — — — 51JILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR l/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — - NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-84i-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH W SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT* TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDNG PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 1 6' SELF ADHESIVE- FLASHNG (INSTALL PER MANUF. SPECS) BUILDING PAPER UNDER 'QUICK FLASH' V IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES T_A_�VENT PENETRATION SCALE: N.T.S. ELEC- METEF VERIFY LO H1CCfi I./ IRCCI=IY= STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION -ELEC. METER FIELD �\ VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM �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 US ZIP SHEATWINCs SYSTEM (INSTALLED PER MANUF. SPECS.) OR LAYER N, STUCCO WRAP LAYER -2, FORTIFIBER BUILDINa PAPER METAL LATH WOOD 1/6' TEXTURED O"TRJGTICN FINISH • WOW FASTEN TO WOOD STFAb=RAL ME!"MR • T' O.C. MAX W TO Jv MID -WALL WIDE STRIP SELF y; ADHESIVE FLASHING, CLEAN 45 MASONRY ORPOIRS APPLYING V - _ FINISH • MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 8' WRB LAYER 01, CUT OPENING IN STUCCO WRAP APPROVED HOUSEWRAP FOR BOX INSTALLATION CUT 'X'INTO WRB LAYER 7, SELF -ADHERING STUCCO WRAP MEMBRANE FLASHINCs APPLY SELF -ADHERING WOOD SHEATHING MEMBRANE FLASHING APPROVED WRB LAYERI STEP 01 STEP #2 APPROVED HOUSEWRAP BELOW WR5 LAYER "I, STUCCO WRAP ppPPq� CUT SUCH THAT e APPLY 60 MIN SELF -ADHERING NO MEMBRANE GRADE 'D' FELT MEMBRANE FLASHING ENTERS BOX, OVER APPLY TO FACE SELF -ADHERING <% EDGE FLASHING OVER APROvED HOUSEWRAP WR5 LAYER 02, FORTIP15ER BUILDING PAPER STEP #3 STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH APPLY E-Z BEAD (SEE TYPICAL WALL SECTION) OVER 60 MIN'.' GRADED' METAL LATH FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP #5 STEP #(o OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdeslgngroup.com 116 AA #: 0003325 [. t14 c SVHDIV. at LOT: ABBOTT PARK IAT #13 BLK #12 PHASE 4C PROJECT# 04181.04C-13121 MODEL 4EHB "2605— HAYDEN" GARAGE SVfMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C DATE: 02/08/22 SCALE: 1/4"=1'-0" SHET=H dd fl 2 Inman-ON 10 DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO WOOD OR 7/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - - - - - 2 1/2 " — CORNER BEAD (FASTENER 4 SPACENG 6 7' O.C.) CMu 1/2' TWCK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD C) BLOCK 1441 N. RONALD REAGJBLVD.LONGWOOD, FL3PH: 407-774.60FAX 407-774-4www.abdosigngrouAA N: 000332 W 90USDIV. Sc LDT ABBOTT PARK LOT #13 BLK #12 PHASE #4C PROJECT# 04181.04C-13121 UODZU 4EHB "2605-HAYDEN" GARAGE BVnNG: RIGHT PAGE., WALL ASSEMBLY DETAILS %160 MPH EXP. C - 6 %*7;4 L DpttNT A02/08/22 SCALE: 1/4"=1'-0" SKEET WA3 90USDIV. Sc LDT ABBOTT PARK LOT #13 BLK #12 PHASE #4C PROJECT# 04181.04C-13121 UODZU 4EHB "2605-HAYDEN" GARAGE BVnNG: RIGHT PAGE., WALL ASSEMBLY DETAILS %160 MPH EXP. C - 6 %*7;4 L DpttNT A02/08/22 SCALE: 1/4"=1'-0" SKEET WA3 WOOD CONSTRUCTION SETGPD UJOOD SHEATHM(S WEATHER RESISTIVE SARRRR N WEATHER RESISTIVE / l BARRIER R VTY�\s�L SIDW. /// I \ SELF- 1. SELP-ADHERMt} IL PLASHMS t �WEATHER RESISTIVE / \ ` SARRJER -1 STARTER STRIP \ URATHLIR aSISTIVE SAPMER DO NOT CAULK OR I \ \ .� b' SELP•ADHERM(S PLASHM(S \ (SALVO METAL (SALVO METAL W FLASFIM(S 'Z' PLASHM(S DO NOT CAULK OR IY' X 8' SIMULATED W�OD TRIM MJ EEM,BER Q / u� n� rEhlee°R I \ `4 SEAL (SAP W/CAULKM4 \ / OR ATROVED SEALANT BEAD SIDING TO STUCCO CP BLOCK TO FRAME 19 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R'103.11 / ASTM C-64i-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 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING, — — — — F9 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774.6078 FAX 407-774,4078 www.abdesigngroup.com AA #: 0003325 R a� OU13DM ' LOT ABBOTT PARK LOT #13 BLK #12 PHASE 4C PROJECT* 04181.04C-13121 MODEL: 4EHB "2605—HAYDEN" GARAGE 81IING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C AVAAA=NM YWM OW ASPHAI.TSAIURATEDFELT r P,CPNOIR CARE SHOULD SE TAKEN IN KEEPING THE VENT PROPERLY AUGNED. VENT PIPE IS SEALED IF UTUMO. NAIL IN PLACE SHOVM IN C GALVANIZED USING I- W NAILS AT EACH CORNER. ROOFING CEMENT PREPARATION SMOULDBE APPLIED TO ALLSXINGLE EDGES NEAR THE CUTER NEOPRENE BOOT ' `'� • • -` �� CUTOITTMEGOOSENECKVENTOPENINGINTHEROOF EDGE ANDAROUND THE ENTIRE PERIMETERAE RECOMMENDEDINSEVEREViEATIERCOASTAI e'C�,%•!�'�'•,�,Y� SHEATHNG. SIZE THE OPENING IN ACCORDANCE IMTH THE CHARTSHO,MJ.INTHEEVENTAMECHAMCALVENTFANIS C STRUCTKXHZONES. o R ,;:`.t•; .�:; �1 -� `• Yam.; ` USED, SIZE THE VENTOPENING IN ACCORDANCE VdTtI VENTFANMANIIFACTURFSPIRNGCONNECTION ••, i'' ;'' '. ^N. INSTRUCTIONS. UTI U 9ESOi RAFTERSVMENCUTTINGTME T •.1 � CPENINGM REMOVE INTERFERING SHINGLE HALLS AROUND THE ` `'•ye PERNETER OF SHE OPENING SO THITTHE NNUNG FLANGE 6 THE VEIN' LAYS FLAT TO THE ROOF SHEATHING. SLIDE THE ASPHALT PIASTC CEMENT SOIAND AMOIANGESCFTN! VENT UP AND UNDER SHINGLES. HEDOTTOM VENT FLANGES TOLAY ON I MOLDED CR RF-ARSE OF PIPE AND OVER FIANCE THE TOP OF THE SHINGLES. ETOOF f�o ROOF HOOD VENT DETAIL 3C E, NITS CUT NOUSI SRM AT 48' ANGLE MOD94ED11, CUT N HOUSEWRAP LINE OF IINNOCUI- OPENRYA APPROVED NOL%V AP OVER SHEATHING, OVER uD anD uu4L STEP 1 INSTALL S'— SELF-ADHERING FLASHRG OVER "LING, PLANOR AT JAMBS EXTEND FLASHING I. BELOWFLEXIBLE SILL \J/\ PLEXfOLE FLASHING DO NOT SEAL BOTTOM PN STEP 6 TEMPORAMLY POLD-UP A SEC HOUSE~ (a TUCK RAP U IC ., HEAD, FOLD HOLISM N AT JAESI SLOPE SILL R ALIGN PLASHING W/ INt. EOSE OF SILL PLO. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL O PICNT FLIIDQ~ AS TN FLASHING, AT TIM 116 FOLDEOSIN N TAPE DIAGONAL AD ACRDSa HEADILING _ WINDOW SELF-APHEWVG FLASHING I' MN OEYANO JAM MN "T'Liii�i��llli\wl��l\\tom PLUMBING VENT DETAILS E, NTB AMOS AND HEAD U°PLT TO BACK I IlDOW NAILING LANGE N LINE W/ 'RE -PUNCHED IDLES OR SLOTS. INSTALL •' WIDE ADHSSIVE BACKS D FLEXIBLE FLASHING, MATERIAL OVER DRIP CAP JOINT (P %9TSCTO-URAP BT-799d- - EGSv) STEP 7 l`h�o STEP 8 `Ll� WINDOW FLASHING INSTALLATION DETAILS (FULL WRAP) 12 SCALE: NTS STEP 4 W WOE VALLEY FLASHING SW OR HEAVIER PELT UNOERLAYMENT ASPHALT RCOFNG CEMENT e`OF CENTERLINE II EXTRA FASTNERS IN END OF SHINGLE XTEND END SMIN(IU ATLEABT I]' BEYONI VALLEY CENTERLINE 'CUPPEDOFF CORNER AT 15 DEGREE FRCMVALLEYCENTERUNE I. ITHE CONTACTORS R96PCN61BILTY TO VERNIFY THE ROOF VALLEY DETAIL WOUSO AP,S Itt°$A""-AOWEW RH°"DR'G HOUSEWRAP• a ILITY OF N L PRODUCTS OCALE, NTB FLASHING MATERIALS USED DURING CONSTRICTION. 2. INSTALL ALL MATERIALS PER MANUPACTURERS UPOTTEN SPECIFICATIONS SLAMN& SEALANTS, MAY REACT ADVERSELY IF NOT COMPATIBLE. CLEAN AND SEAL- JAMB TO BILL JOINTS WITH DOW 11" FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME BHOUN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER NTRUSION BELOW THE WNDOW OPENING NpTE! SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT APPLY OSI HaN (O EGUAL) SEALANT 4 FLWD APPLIED FLASHING (LAHCO UNITE -SEAL RC -SS OR ECUAL) SLOPE SILL TO EX L IT 18 THE CONTACTORS REaPONSIOLTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS NCLUDNG SEALANTS N SELF -ADHERING K ASHNG MATERIALS USED DURING CONSTRUCTION. 7. FLASHING AT EXTERIOR WNOOM AND DOOR OPENING, SHALL BE INSTALLED N ACCOI®ANCE Wlhl MANUFACTU IER'S INSTALLATION INSTRUCTIONS AND APPROVED PETHOD U OF FBC R108A U N ACCORDANCE W T1H FENESTRATION MANUFACTU6FR6 NOTALLATICN AND FLASHMG INSTRUCTIONS. MAMI>Ck. SEALANTS MAY REACT ADVERBELT P NOT COMPATIBLE WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE, INTO 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 000332b W Z1 a c r�g1 ® NN NJ IM SVHDIV. Sc LOT ABBOTT PARK LOT #13 BLK #12 PHASE #4C PROJECT# 04181.04C-13121 MODEL• 4EHB "2605—HAYDEN" GARAGE AWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C a1i1 A M NWO D 02/08/22 SCALE 1/4"=1'-0" SHEET WA5 1/8' TEXTURED FINISH • WOOD, 1/2, TEXTURED FINISH • CMU x " METAL LATH x x x x x x x x METAL FA80A WRAP WOOD SHEATHIW3 x x x x x x }J OR GMU x x x x x x 4 WRB LAYER "I, STUCCO WRAP (FRAME ONLY) x x x x x x x x x x x x - WRB LAYER 42, FORTIFIBER x x x x x x x x x x x x x BUILDING PAPER (FRAME ONLY) x x x x x x x x x x x x x FRAME OR CMU 2X& sue ESMID - c+\ ROOFW@ CEMENT x x x x x x x x x x x x x x x x x x x x x FELT PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE x x x x x x x x (REFERENCE POINT ©FLAN B METAL KICK OUT x x x x x ONLY FOR WALL OFF x SET OF COMPONENTS) —ROOF KICK OUT REMOVED \\ FOR CLARITY ROOF DECK (BEYOND) \'�DRIP EDGE, I' OFF WALL '(NOT INTO STUCCO) i— 11/8' TEXTURED FINISH a / WOOD, 1/2' TEXTURED FINISH o CMU '1 2x& SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK SUB BAND DETAIL Gay WALL METAL FASCIA WRAP I' OFF NOTE, WOOD WALL. SUB BAND 2' IF ZIP SHEATHING SYSTEM IS INSTALLED, OFF WOOD WALL PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES N��, j y- -- > - 2xfo SUB-BANb ,:- ,r W/I'x4' NOTCH e r ; END, WRAPPED IN PEEL 4 STICK DRIP EDGE 1\\ I E- ---- ------ ----- vo F' 1/8 ' TEXTURED I \ 1 i \ FINISH 6 WOOD I \ \ 1 1/811? a 1/2' TEXTURED j \ \ ;,- �' FIN15H m CMU \ \ METAL FASCIA \ WRAP Ya' FROM \ I ; STUCCO, I' FROM \\ WOOD WALL \ \\ —EXTERIOR \ \ ( 1 WALL (FRAME OR CMU) \\ �\ \\ NOTE: NOTCH FOR 2X(o \� SUB BAND ONLY ®ELEV/4TION ®i=L,4N A METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH A END, WRAPPED IN PEEL E 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.)'4' ABOVE BOTTOM OF DRIP EDGE 2x SUES -BAND W/OV5'x4' NOTCH A END, WRAPPED IN PEEL a STICK -ROOF CEMENT tv ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX 407-774.4078 www.abdesigngroup.com AA #: 0003325 � �+ S xOR a It=6� p o S ouaDm & IAT: ABBOTT PARK LOT #13 BLK #12 PHASE 4C PROJECT# 04181.04C-13121 "ODMIJ 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C DATE: 02/08/22 SCA* M 1/4"=1'-0" SKEjA6 ET /� (� tltl 39'-8" TE-1 a, 0 4" CONC. w SLAB m L ^ ILh D0. F) 0'-0" TOP OF R rn. 28' 2" SLAB 3'E" 8'-0" 3 M �— --- --- FM-,6x16 ,A—,--- 'I"�-----4—� 3,_9„ 8,_2„ 5'-9" i8,4- II 5,-8„ i i i -4" PVC iY' CHASE R h - ii ml so W I^ �0'-0—" — io T O m SLAB 11 LL Op O w 9 9 II CW-12x12 i ti a n I. I —>— 11 O a o F-2 4mil i i 1.1 I n /- w1l CWC-12x1r1' J N V/ll le SSOIIU `gyp U) I I n UP TO 2ND FLOOR a O �T--- a ll i w w I (FIELD VERIFY 8 p 'may ^ O f I EXACT LOCATION) O 0 I<V #3 TRANSFER STEEL I I I I C 24" O.C. MAX ^ OI O N I " 1A 2 0F'I�-0FIN. ELEV. SIM. CONC. SLAB I 0 m I 21 L _ FM-16x18 _ - -— FMC- 16xl8 I 2'-1 ' � � w � 4" CONC. `? T M FM-i8x18 a SLAB a LL _ _ 4 4 . L _ — — — FM-12x18 _ 4 N Y ,., FOUNDATION PLAN SCALE: 1/4" = l'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. B. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.OINDICATES #5 BAR, E1INDICATES #6 BAR,ENDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =361, AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A)IN ALL WALL INTERSECTIONS B)CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C478 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED 3'-O" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 Wl AXWIA OVER GENERAL 3 12" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-IN18 17 CONTINUOUS 18" (2) Ws (+)0'-0" FM-16x18 16" CONTINUOUS 18" - (2) #5's (+)0"-a' FM-20x18 20" CONTINUOUS le, - (2) Ws FMC-16x18 16" CONTINUOUS 18" - (2)#61 - 17' SEE PLAN 12' - (2) #5's - 17' SEE PLAN 17, - (2) #5's - =VARIES 24" 24"f(2) #5's (2) #Vs 8" SEE PLAN 8" - (1)#5's Il N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774407E www.abdesigngroup.com AA #: 0003325 F 0 � � rr 6 d a o v ul W f O S BVHDIV. & LOT: ABBOTT PARK LOT #13 BLK #12 PHASE #4C PROJECT# 04181.04C-13121 MODELz 4EHB "2605-HAYDEN" GARAGE aNIliG: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C DARMRTPE. 02/08/22 BCAL C: 1/4"=1'—O" skKEET s1 3d MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED z STEEL REINFORCING IN GROUTED p�>, S CELL SEE PLAN FOR SIZE AND CELL SEE PLAN FOR SIZE AND 2 SPACING REQUIREMENTS < S SPACING REQUIREMENTS I4 v'• GARAGE DOOR RECESS FMB �y g m 6' CMU WALL W CMU WALL I > f CORNER BARS, SAME SIZE AS LARGER BAR N B' i ^ U-9, 1 IN FOUNDATION WITH 30" LEG EACH m +-V-( TI WAY AT ALL CHANGES IN DIRECTIONS �- TOP OF SLAB �' TOP OF SLAB I ... SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS ?Ir CURB FOR SLAB SCHEDULE SIZE 48 BAR DIA EXT PORCH SLABCHAMFER (1 STORY) #3 16' •gANO <L/I EXT. PORCH SLAB SEE SLAB SCHEDULE TOPOF QARAGE 4" CHAMFER(1STORY) 'CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE /Y 'd. MASONRSEE UNITS SET YBAR AT ELEV:W/12'ISOLATION (WHERE CHAMFER (2STORY) #4 24 W/ 1"ISOLATION 6" CHAMFER (2STORY)JOINT APPLICABLE) EE scNEDULE #5 30" INT(WHERE APPLICABLE ) 4. SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING WxD, BAR s¢E #6 36' �Foe vnD, 94R B¢EDIFFERENT 3 NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie. 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" , L SCALE 34"=1'-d' �\ CORNER BARS DETAIL DOOR OPENING GARAGE / \ 4 SCALE: (1) #5 REBAR VERTICALLY W/ CONC. POURED CELL LAP TOP PLATE A MIN. OF 46' 8" CMU AND NAIL W! 16tl COMMON NAILS, 2-ROWS, 4" O/C BUM. VERIFY HEIGHT #4 REBAR @24" O.C. @ CENTER OF LAP TO OCCUR OVER STUD OF WALL W/PLAN SLAB 9993 2X4 OR 2x6 WOOD BEARING PROVIDE BLOCKING l' O 52 I WALL W! SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE I NEW REINF. BAR BTM. PLATE TO BE PT. ° SECURED W/ 2- PART PROVIDE DBL TOP PLATE SECURE BT. PLATE TO 2" CAPPED 5 EPDXY. MIN. EMBED I SLAB W/10d MASONRY GALVANIZEDPIPE GAL 6', UNO NAIL 17O/C STAGGERED. . °• ANE BASE i FOLLOW ALL MANF. ADDITIONAL METAL $ "CONNECTORS GONQ, REINF. W/ E SPCIFICATIONS FOR N� USE AND NOT REQUIRED WHEN NO ' ON n ARATION OF UPLIFT IS PRESENT. I _ 6-MIL P1OLYETIHYLENE a 4 HOLE W w VAPOR BARRIER ON WELL -COMPACTED SECURE FLANGE TO SEE SLAB SCHEDULE > CLEAN FILL TERMITE SLAB W/14) 1/4" X 2 1/4" 0'-0" TREATMENT SHALL BE TAPCONS ° Q- TOP OF SLAB 4 BORA-CARE . �. , P� CON7. #4 REBAR 4" CHAMFER (LSTORV)6 CHAMFER (2STORY)(2)#5 REBAR ON CHAIRS2,000 74t PSF VIRGIN SOIL OR 96% E 12"MIN. DEPTH INTO COMPACTEDSOIL EE VIRGIN SOIL F,$ ITY HEIGHT LESS SLAB HEIGHT LESS THAN 3'E" PER PLAN ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP BOLLARD MONOLITHIC FOUNDATION 8 6GALE:34'=,'-D" (NO UPLIFT) C FOOTING W/ BLOCK WALL J SCALE:34"=1'-0 SCALE: 3l4"=1'•d' 1 A SCALE: 3/4"=1'-lY' LAP TOP PLATE A MIN. OF 48" ---_._-_ 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 1r 4 CELL SEE PLAN FOR SIZE AND BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL d -, SPACING REQUIREMENTS 5 PROVIDE DBL. TOP PLATE 12' O!C STAGGERED. ADDITIONAL METAL CONNECTORS NOT m REQUIRED WHEN NO 8" CMU WALL b UPLIFT IS PRESENT. ED LINTEL CONT. (TYP.) CELL (7VP) �, f �~1.~ +-0'-00-0 TOP OF SLAB 4' TOP OF SLAB SEE SLAB SCHEDULE 1POUR8"CMUFILLED 2X WALL FRAMING TOP OF SLAB4. 12" DIA SIMPSON STB2 BOLTS 5" MINIMUM EMBEDMENT INTO SEE SLAB SCHEDULE EXT. PORCH SLAB 4"CHAMFER (1-STORY) 4 a BAR SIZE 48 BAR DIA. ' 4 4 e°� GROUTED CELL, 4" FROM ENDS AND W/ 12" ISOLATION 6' CHAMFER (2STORY) #3 18" >n • 16' O.C. VERTICALLY MAX JOINT (WHERE #4 24' - 8 APPLICABLE) MATCH STEEL #5 3d' E REINFORCEMENT 6" PVC CHASE h PER SCHEDULE 6"PVC CHASE THRU FOOTING SEE SCHE LE FOR MD BARR SIZE , THRU FOOTING #7 q7 AND BAR QUANTITY MATCH STEEL SEE SCHEDULE REINFORCEMENT INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRIG WALL TO FOR%%D, BAR SIZE AND BAR QUANTm PVC CHASE PER SCHEDULE (' SCALE 3/4"=T'U UPLIFT) BLOCK WALL CONNECTION THRU FOOTING LL- (NO 1 11 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-d' 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: OW3325 m c� i1 Ci o c t9vHai\I ac LOT: ABBOTT PARK LOT #13 BLK #12 PHASE #4C PROJffiCTp 04181,04C-13121 uoaffiI. 4EHB "2605-HAYDEN" GARAGE SITING: RIGHT PAGE: DETAILS 160 MPH EXP. C pamT DATM, 02/08/22 MICA=: 1/4"=V-0" MISEMET s1.1A TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 11" HOOK GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. TO alp HORIZONTAL 4 T 4 REBAR W/ 111 HOOK ... • : .. 4. 4 Z GROUTED BOND BEAM —I, VARIES PER ELEV. ° 4 1441 N. RONALD REAGAN BLVD. a.: .4 .a LONGWOOD, FL 32750 L 4 PH: 407.774-8078 FAX: 407-7744078 a' www.abdeelgr1group.com °4 sI a , _ o.a I AA#:0003328 F 3 /'1c' � BAR SIZE 48 BAR DIA. � ICMU UNIT ARE NOMINAL SIZES NS OFFSET METHOD CONTINUOUS BARSIZE 46BARDIA METHOD 04 24" 16 MASONRY SYMBOLS HORIZONTAUVERTICAL HORIZONTAUVERTICAL #6 30' 3 SCALE: 3/4"=1'-0" N REINFORCING REINFORCING '� m x SCALE: 3/4"=1'-D" � SCALE: 3/4"=1'-0" O NEW REINF. BAR n I SECURED W/ 2- PART STEEL REINFORCING IN GROUTED z EPDXY. MIN. EMBED CELL SEE PLAN FOR SIZE AND 6", UNO SPACING REQUIREMENTS d " i a FOLLOW ALL MANF. a c o I SPECIFICATIONS FOR E. J USE AND PREPARATION OF 4 R HOLE. S" CMU WALL �g 4 TOP OF SLAB 4TOP OF SLAB m d • ° EXT. PORCH SLAB SEE SLAB SCHEDULE 4" CHAMFER (1STORY) BAR SIZE 46 BAR DIA. h 4 4 W/ 12" ISOLATION 6" CHAMFER (2STORY) #3 16 STEEL REINF. OF JOINT(WHERE #4 24" BOND.BEAM APPLICABLE) z MATCH STEEL #5 3a' 6" PVC CHASE f REINFORCEMENT F. 35 THRU FOOTING PER SCHEDULE #7 47' 6" PVC CHASE THRU FOOTING MATCH STEEL ADDING BAR TO REINFORCEMENT BOND BEAM LE R MD FOR w.D, BAR slze PER SCHEDULE 4 AND BAR QUANTITY PVC CHASE scALE: 3/4"=r-a' THRU FOOTING 5 SCALE:3/4" V-D" aUDDrv. & LOT: ABBOTT PARK LOT #13 BLK #12 PHASE 4C PROJECT 04181.04C-13121 MODEL 4EHB "2605-HAYDEN" GARAGE avrMG: RIGHT PAGE: DETAILS 160 MPH EXP. C R OABOVOU�4'W23 CRA DATE 02/08/22 SCALE: 1/4"=1'-0" atsEET s1.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. B. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT, SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 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. HEADER SCHEDULE MARK SUE a DESCFOPTION REMARK Q (2) ZX8 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 (psi) W,xH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 (1)#5 (1)#5 N/A GROUTED SOLID B02 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" - V-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX, 407-7744078 www.abdesigngroup.com AA M: 0003325 , F 14 � C F � rr S 6 O i; 3 stMDiv & LOT: ABBOTT PARK LOT #13 BLK #12 PHASE #4C PROJECT# 04181.04C-13121 MODEU 4EHB "2605-HAYDEN" GARAGE awuJca: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 160 MPH EXP. C �VA NO 93723 DRmwT A 02/08/22 >sCAL.E: 1/4"=1'-0" a*== S2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK- 3a•TVPICAL #5 BAR IN BOND BEAM — CORNER REINFORCING OF BOND BEAM 1 SCALE 314 OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM —#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" Goa PLACE STEEL REINFORCING (1-2) AS DEPICTED HEREIN. s �N oo ae F = FILLED W/ GROUT U = UNFILLED $F16-1T/1 0,1111 NOMINAL —ice HEIGHT # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX -1 T/iM/08 INDICATES A DOUBLE BOND BEAM AND XFXX-1T/OMNB INDICATES A SINGLE BOND BEAM IT IS THIS ENGINEER'S INTENT AND XUXX -1TM WOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6, UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18' DEEP. # OF #5'S, IN 2ND BOND BEAM COURSE M/OB Z-OF #VS, BOTTOM PLACED IN LINTEL WINDOW PRE -CAST •31W WINDOW C SILL Z f SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION TYP. BE � 1#5 BOND BEAM ate* 1#5 TYP. 8"x18' BOND BEAM 1#5 8xl6 DEL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/(1)#5 BAR .4. BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) MASONRY LENGTH OF BAR = WIDTH OF OPENING -2" BEAM DESIGNATION OR 8x8 PRE -CAST CONCRETE LINTEL, W/O STEEL (0) REFER TO PLAN FOR LOCATIONS r,.e . PRECAST HEADER(MIN) -- 2x4 (MIN 2 X 3) 1-3/16 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 2x6 (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 16' O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2X 3)2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1,.,) 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA END EMBEDMENT OSB SHEATHING WALL ARCHWAY FRAMING DETAILS 5 SCALE: 3/4" - V-O" SINGLE #5 CORNER a E. BAR, 30x3O TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND.BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0' WOOD SECTION FAMENERSPACN6 d. =Z' MIN, 2 }'MAX 4 = 2" MIN, 9" MAX 0 & =1 }'MIN, 2 I'MAX ea = �' MIN, 2 }" MAX d, =2" MIN, 2 }'MAX s. = 2'. MIN, 9" MAX (2) 2d ;=1}'MIN, 2}'MAX ey = }" MIN, 2 }" MAX d. =2" MIN, 2 }" MAX S. = 2 �' MIN, 9" MAX M2d a=1}"MIN, 2}"MAX ea =1" 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 PENETRATE ALL LAMINATIONS AND AT LEAST 1 'OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: C6 = END DISTANCE %= SPACING BETWEEN ADJACENT FASTENERS IN A ROW %= SPACING BETWEEN ROWS OF FASTENERS ea = EDGE DISTANCE DOUBLE STUD W/ 10d NAIL ATTACHMENT 8 SCALE: N.T.S. I1 N. RONALD REAGAN BLVD. LONGWOODFL32750 PH: 4074YZ4 78 FAX 407-7744078 www,a bdesigngrou p.eom AA #: 0003325 , i aq 0. EUUMV. Ac I.OT: ABBOTT PARK LOT #13 BLK #12 PHASE #4C PROJECT# 04181.04C-13121 MOaELc 4EHB "2605-HAYDEN" awRwaE sWMG: RIGHT PAGE: DETAILS 160 MPH EXP. C PRINT DATM* 02/08/22 MICALE: 1/4"=1'-0" sIiEET %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 LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 ere-oe 1S-1T 1r 1TN6 tT/OB -1Tro TYPE LENGTH S/8 PLAIN 8/8 SOLID TYPE LENGTH era-1T 6/18-1T MAT 8F24-IT arts-1r 8ra2-1T 6ra18 18-trn ttn 1ri18 1ri1 true e4,2T e/18-2r erm-2r 6a4-zr erze-zr e132-zr 3' 6" PRECAST 1436 952 3114 4217 5321 6428 7531 3'-6' PRECAST 889 1024 3' 6" PRECAST 1569 3624 4394 5253 6132 7001 24e5 8113 83e5 7706 9031 10000 1509 3524 4394 5283 8132 7001 4'-0' PRECAST 1066 700 23D5 3125 3945 4705 55e7 4'-0' PRECAST 514 763 4'-0" PRECAST 1363 3060 3815 4570 5326 0079 1951 8113 7192 6524 7827 8751 1363 3060 3816 4570 5325 6079 4'-6" PRECAST 819 533 1770 2400 3033 36M 4300 4'-6' PRECAST 398 591 4'-8" PRECAST 1207 2582 3376 4043 4711 5379 1625 5743 7647 6752 8541 7565 1207 2707 3375 4043 4711 5379 V-4" PRECAST 931 1247 1999 2500 3123 3686 4249 V-4' PRECAST 411 411 64" PRECAST 1016 1808 2374 2944 3513 4084 1319 4480 7196 7342 6780 6259 1016 2276 28M 3309 3901 4084 5'-10" PRECAST 817 1024 1631 2090 2549 3D09 3470 5'-10' PRECAST 340 339 5-10' PRECAST 909 1499 1971 24a3 2915 3387 11a1 3693 5877 eon 6648 5776 929 2D60 2503 3107 3820 4133 6'-W PRECAST 692 1139 3227 3031 3707 4383 Wet 81-6' PRECAST 410 721 V-6- PRECAST 835 1201 1578 1965 2332 2709 1139 3277 46M 7054 10000 8825 835 1e88 23M 2790 3251 3712 T-0' PRECAST 570 we 2498 2205 2098 3191 9886 T 8" PRECAST 303 534 T-0" PRECAST 716 900 1181 1482 1743 2025 938 2499 34M 4884 7067 6472 727 1N24 2025 24M 2W 3228 9'4" PRECAST 428 833 1593 22D4 2481 2818 2e21 9-4" PRECAST 192 384 9'4" PRECAST 464 568 767 me 1129 1310 639 1674 2298 3081 4099 4899 572 1318 1843 1969 2164 2519 10'-0" PRECAST 388 487 1247 1767 19D4 2163 2028 101$' PRECAST 151 301 101-V PRECAST 358 812 755 899 1042 550 1407 1 1807 2781 3222 3784 504 1190 1472 1763 1710 1989 11' 4' PRECAST 330 544 1312 1742 2252 2888 3630 11' 4" PRECAST 132 417 11'-4" PRECAST 430 406 530 663 777 872 544 1912 1742 2252 2888 3562 488 1042 1372 1843 1470 1710 12'-0" PRECAST 306 507 1210 1596 2048 2586 3191 12'-0' PRECAST 111 370 12'-0" PRECAST 383 300 476 587 on 783 507 1210 INS 2048 2588 3171 440 940 1300 1580 1314 1478 13' 4• PRECAST 270 433 1046 1366 1732 2167 2535 13'�' PRECAST 82 298 13'rl" PRECAST 308 303 393 484 576 646 414 1046 1365 1732 2316 2005 396 790 1057 1312 1071 1203 14'-0' PRECAST 254 356 978 1272 1806 1986 2279 14'-0' PRECAST 71 293 14'-0' PRECAST 279 278 300 443 620 a00 390 978 1272 Me 1950 2389 378 717 961 1192 975 1133 14'$" PRESTRESSED N.R. NR NR NR NR NR NR 14,-6" PRESTRESSED N.R. 283 14'-8" PRESTRESSED 239 422 506 e26 746 Sae 458 1079 1429 1624 2277 2712 246 an 980 1237 1474 1715 15'-4' PRESTRESSED N.R. NR NR NR NR NR 1T-4* PRESTRESSED N.R. 252 15'4" PRESTRESSED 224 484 5/4 88a 1 412 1014 1340 1703 2118 2513 230 818 908 1134 1353 1572 1T�" PRESTRESSED N.R. NR NR NR NR NR NR1T-4• PRESTRESSED N.R. 183 1r-4" PRESTRESSED 187 32N 3N5 451 587 Sao 300 ass 1121 1413 17M 2047 192 506 720 501 1135 1312 19'4' PRESTRESSED N.R. NR 19'-4" PRESTRESSED N.R. 148 1W-4' PRESTRESSED 162 23 235 73 738 95 959 20 1200 1487 46 1716 186 429 429 623 823 803 803 950 950 09 1086 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 21,,4" PRESTRESSED N.R. 125 21'-4' PRESTRESSED 142 219 308 381 454 627 180 598 833 1038 1168 1468 142 373 537 890 818 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 290 359 428 407 185 650 784 992 12D3 1381 137 358 513 859 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0• PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 38D 418 129 450 654 824 1014 1147 124 319 1 455 set 087 793 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES' BY QUALITY 2018 EDITION, LOTTS 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, FL 32760 PH: 407.7748078 FAX: 407-7744078 www.abdesigngroup.com AA A 0003326 y a Ci A a Li I I i I [CAP-40M de LOT. BOTT PARK LOT #13 BLK #12 HASE 4C ECTI/ 81.04C-13121 4EHB 5- HAYDEN" OWMG: RIGHT PAGM SAFE LOAD TABLES %160 MPH EXP. C PRINT DATIM 02/08/22 SCALE: 1/4"=1'-0" BURET s2.2A FRAMING NOTES 1 U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE. CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN 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 P8S36, .177" ° x 2 718" LONG, WITH WASHER @ 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 U-0", FINISH FLOOR. UNLESS NOTEDOTHERWISE.. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS, 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 6" FROM THE CENTER OF THE COLUMN, COLUMN SCHEDULE MARK SIZE 6 BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD 1 4X6 (3)S"X5 Yz") SYP. HTT4 W/5/S" DIA x 5" 5/S3.tA PT., WOOD POST EXP. BOLT r--------I FIRE I Ra�F 8T � 1 FLOOR6�1, 2X4 NAILER FOR DRAFT PRE-ENG. STOP FLR. TRUSS - ELEV. VIEW PRE-ENG. FLR. JOISTS gI 3/4" PLYWOOD I DRAFT STOP PRE-ENG. FLR.JOISTS-p'I I' TI 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS BM1 TO CMU SIMPSON LGUM4"DS W/ I TITEN HD ANCH (4) Y' x 2 V SDS SCREW FIRST FLOOR FRAMING PLAN SCALE: 1/4" = V-0" I -JOIST 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 fEtq� a6 p o a a t= 4 e BMW & LoT ABHOTT PARK LOT #13 BLK #12 PHASE #4C PROJECT* 04181.04C-13121 MODEL 4EHB "2605-HAYDEN" GARAGE 911MG: RIGHT PAGE: FIRST FLOOR FRAMING PLAN 160 MPH EXP. C DRINT A 02/08/22 SCALE: 1/4"=1'-0" 9HEETC S 3 A-(t) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 f' NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 }'NAILS TO TRUSS OBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 J' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 }" NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 1T O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNJALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 7' x 4", 6", 8" x 4'-a' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS, ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U.2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) la lb 1c TYPICAL TRUSS/ SCALE: 3/4"=1'-0" GIRDER CONNECTOR(S) 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 BERES L#DMBLOCK THI(XNESS 4500 3/4" WOOD PANELS 6000 (2) 12" WOOD PANELS 60 (2) 1/2" WOOD PANELS 90 2x LUMBER 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG IJOIST 5/8" GYPSUM BOARD OR 1/7HIGH STRENGTH CLG. BOARD PROVIDE BLOCKING IQ" GYP. WL. BD. SECURE BT. PLATE TO SLAB W110d MASONRY NAIL 17O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. I -JOIST CONNECTION L.B.W. 4 SCALE: 3/4"=1'-0" (NO UPLIFT) DEPTH 1/4`0 —HOLE EDGE >55" —HOLE DIAMETER 2/5'D SGL. STUD OUTER 1/3 OF SPAN ONLY EDGE >5/8" \-0 DIAMTER PLATE \� III I <3/5ED DBLESTUD STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 12'=1'-a' ENGINEERED WOOD TRL 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 }" NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR E, 2x WOOD FAS �' SCIA ARCHITECTURAL NJSEE 2x SECURED W/ (3)16d GALV. COMMON NAILS. bQ SECURED W/ 10d MASONRY BOND GALV. COMMON NAILS BEAM 1T O/C SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROORWALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 7' x 4", 6 % W x r-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) J' x 5" TITEN HD TO CMU AND (12) SDS J' x 2 �' TO GIRDER 841) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }" x 5"TITEN HD TO CMU AND (18) SDS J" x W TO GIRDER C-(2) SIMPSON FGTR GIRDER TIEOOWNS WITH (2) }" x 5'TITEN HO TO CMU AND (18) SDS �' x 3" SCREWS TO GIRDER (EACH TIEDOWN) ENSURE THAT CELLS ARE GROUTED SOLID, 6' EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL ROOF Ss2b(�)GIRDER CONNECTOR(S) SCALE:§4"=1'-0 LSTA12 20 GAUGE W/ 10dxl/2 HOG COMMON NAILS. 0 EACH END TOTAL OF 10 SEPu BACKER&= TIBCIBE88 4500 3/4" WOOD PANELS 6000 (2)12" WOOD PANELS 60 (2) 12" WOOD PANELS 90 2x LUMBER LVUWOIST WITH BACKER BLOCK HTT4 W/ E MIN. T' EA TO SLAB 2-12" NAI POSTTO ON SLAB LVL/WOOD POST CONNECTIONS 5 SCALE 3/4"=1'-0" A - SIMPSON IUS1.81/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 B - SIMPSON IUS2.37116 G < 1400 LBS, U < 70 LBS W/ (2) 3/4'* WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 C - SIMPSON MIU3.56/16 G < 2900 LBS, U <210 LBS W/ (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 LBS, U 11610 LBS W/ (8) 3/4'* WEDGE-BOLT/J-BOLT, S' MIN. EMBED (16)16d GALV. COMMON NAILS TO HEADER AND (10) 16d GALV. NAILS TO JOIST FL#25749 E - SIMPSON MIU4.75/16 G < 3455 LBS, U <210 LBS W/ (8) 34` WEDGE-BOLT/J-BOLT, -MIN, EMBED 16d GALV. COMMON NAILS TO HEADER AND (2)10dxl-12" GALV. NAILS TO JOIST FL#17241 WOOD LEDGER ATTACHMENT DETAIL 9 SCALE: 3/4"=V-0" 6MAX(w/1X4) OR 1a-0' MAX 0N2X4) MAX., -OR 2x4 BTM. CHORD BRACING 10'-01' O/C MAXSECURED W/ (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 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4)1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & 7' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4„=1'-0" 1.4 DIAGONAL STM.CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES END WALL OR OTHER END TYPE CONDITION, IF DEPICTED SEE PLAN BTM. CHORD BRACING 6 SCALE: 3/4"=1'-0" PERPENDICULAR TO I -JOIST (2) 2X12 24MAX. W/ 24" MAX. W/ 6" MAX. END SYP. P.T. OF HEA (1 JOIST (JOIST SPACING FRONT SEE FRAMING PLAN TYP. TYP. LEDGER e e END OF LEDGER e BOARD (2)2X12 SYP P.T.— (2)3/4"EXP. 80LT ' LEDGER BOARD TO J-BOLT OR TITEN BOLTS REAR BE USED PERPENDICULAR W/ 2" WASHER & 5 12" LEDGER WITH (JOIST MIN. EMBED. (TYP) PARALLEL TO I -JOIST TRUS�ffi 24' MAX. W! 2C MAX. Nd S' MAx. END O HING (JOIST (JOIST SPAGNG SEE FRAMING PLAN TYP TYP END OF W LEDGER e e BOARD a 2 ;B SYP P.T. 1/4"X6" TAPCON LEDGER BOARD TO W/ 3" MIN. EMBED BE USED PARALLEL TYPICAL TO I -JOIST (2) 2X8 SYP. P.T. FRONT4�6� LEDGER g L 1. ENSURE THAT EXP. BOLTS/J-BOLTSRITENS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. 2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'-01'. 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 SIZE IBOLTSIZE 1119N. END WTANCEI COMA(. SPACING A DOUBLE SYP 2x8 1 1l4" 1 8" 24" O/C MAX. B DOUBLE SYP 202 1 (2) 314" 1 e" 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 10" EXP. BOLT/J-BOLT/TITEN BOLTS W/ 5-1/2" MINIMUM EMBEDMENT C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS 10 WOOD LEDGER DETAIL (I -JOIST) SCALE: 3/4"=V-0" (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3) 12d 0 EA. TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0"T030'W (1)"BRACE }} 30'-1" TO 60''-0 (3) "" BRACE (1) "X" BRACE @ CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, - SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (AS PER TRUSSENG) SEE SCHEDULE FOR BOND BEAM REQ. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-a' O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BLK W/ 1/7' DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN, EMBED, AT 37OC MAX. SECURE GABLE TO 26 P.T. PLATE W/ 12d's 8" O.C. MAX CONT. 2x4 SECURED W/ (2) 10d's C EACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENGD TRUSS SCALE 34"=i'-0" 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, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=1'-a' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-77443078 FAX 407-774-4078 www.abdesigngroup.com L AA N: 0003325 04 04 N x a a p QC Q BVHDIV. AC LOT: ABBOTT PARK LOT #13 BLK #12 PHASE #4C PROJECT# 04181.04C-13121 KODZU 4EHB "2605-HAYDEN" GARAGE 8WWG: RIGHT PAGE: DETAILS (I -JOIST) 160 MPH EXP. C 11 DAPS: 02/08/22 SCALE: 1/4"=1'-0" SHEET S3.1A SIMPSON H6 W! (8) 8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF"BUNDLE' OF STUDS PLYWOOD FLOOR SHEATHING (JOIST LVL SIMPSON H6 W/ S_COMMnu.,n c EACH END PLATE STRAPS W! 10d x 1 12" HOG NAILS WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL 2 SCALE: 3/4"=1'-V' #8 WOOD SCREWS x 2" LONG Q 3' O.C.; #8 WOOD SCREWS STAGGERED AS SHOWN x 7 LONG @ 3' O.C.; DBL. 2X8 SYP #2 LEDGER. STAGGERED OFF SEE FLOOR JOIST LEDGER CENTERLINE 3/4" AS SHOWN SCHEDULE, 10/S3.1A 8"CMU WALL ro .,. 6' CMU WALL J' X &' TAPCONS REINF. PER PLAN j5.' REINF. PER PLAN PER ELEVATION PER ELEVATION Q IJOIST (SEE 0 8 (JOIST (SEE z _ FRAMING PLAN) N ? FRAMING PLAN) PER ELEVATION PER ELEVATION (2) 2x4 P.T. W/ w r: DBL 2X12 SYP #2 LEDGER. SEE 2x4 P.T. CEILING +' Z4" MAx. MASONRY NAILS 0 12" O.C. 1X2 FIRE -STOP BOLT SCHEDULE, 10/S3.1A. NAILER W/ MASONRY NAILS 1T O.C. 1X2 FIRE -STOP ,.. SECTION DETAIL AT SECTION DETAIL AT I -JOIST PERPENDICULAR I -JOIST PARALLEL TO BEARING ON EXTERIOR WALL r,�TO EXTERIOR WALL 3 SCALE: 3 4 =1'-0 4 SCALE: 3/4"=1'-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT PRE-ENG e WOOD 'O SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24 ' O.C. NOT SHOWN FOR CLARITY) MAX e 2X4 DIAGONAL BTM. CHORD PER ELEVATION BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE-ENG ROOF TRUSS 2x6 PT. PLATE TO BLK BL W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 1/7' HIGH WSECURE / 1/2" DIA. ANCHOR BOLT 2" A -SIMPSON MTS12 STRENGTH CLG. BOARD 4x V4x6 SYP NO. 2 WASHER SET IN HIGH U < 990 LBS W/ (14) 10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6' MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 37' OC MAX. 8 - (2) SIMPSON MT812 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14) 10d BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA. STRAP 214 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 PROVIDE BLOCKING •O• SIMPSON SPH4 OR SPH6 BTM 12" GYP. WL. BD. o • AND TOP PLATE ANCHORS W! 10d x 1 12" COMMON NAILS SECURE 8i. PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2) 1 Od's ® EACH FILL ALL HOLES, DO NOT USE 10dx 3" 12'k9" WEDGE ANCHOR W! 2" WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED 010'L"O.C. MAX. EPDXY 5-12"EMBED. MIN. 016" .I Oa 10b IOCi OC MAX. SCALE: GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL °` 8 TRuss7oPosrcoNNEcrION SCALE: 3 4"=1'-0" • a• A - SIMPSON MTS12 U <990 LBS W/ (14) 10d GALV. NAILS. • >t B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. C-2-PLYSIMPSON VGTIHOU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4N3"SDS, (1) 5/B'- A.T.R. TO HDU4 AND (10) 1/4" X 2 1/I' SOS TO POST TRUSS CONNECTION @ L.B.W. POSTTO SLAB CONNECTION 9a 9b SCALE: 3/4"=1'-0" A&B -SIMPSON ABU44Z POST BASE <U:1,900 G5,660 W/ 5/8 DIA. x &' EXP. BOLT SIMPSON ABU46Z POST BASE cU:2,300 G:10,335 W/ 5/8 DIA. x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/6' A.B. WITH MIN. T' EMBEDMENT TO SLAB & (26) 16d x 2-12" NAILS TO POST. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA N: 0003326 F O � C A C [PROJECT# unDIV. Ae LOT.ABBOTT PARK LOT #13 BLK #12 PHASE 4C 04181.04C-13121 MODZU 4EHB "2605—HAYDEN" OARAOE SlMG. RIGHT PAOE: DETAILS (I —JOIST) 160 MPH EXP. C D w ' 02/08/22 scALE: 1/4"=1'-0" 8*1ZET S3.1B PRE-ENGINEERED �� VALLEY TRUSS CONNECTION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-774-4078 www.abdesigngroup.com L AA M: 0003325 ti C' m Ci �a o nil BVHDIV. & LOT. ABBOTT PARK LOT #13 BLK #12 PHASE #4C PROJECT* 04181.04C-13121 MODEL: 4EHB "2605— HAYDEN" GARAGE 8WMG: RIGHT PAGE: DETAILS 160 MPH EXP. C FFfIII r� DAM 02/08/22 BCALE: 1/4"=f-0" SHEET S3.1C 2'-8" 14'-2" 17' 2" 5'-10" 4 2.1 1 J J UU ❑O LL 9'-4 3/4" TOP OF DECK OPEN x 4 3'-8" 14'A" 7q ---------------------- i J 3'-," 6'-5" T-0" 5'-2" 21'-8" 18'-0" 39'-8" SECOND FLOOR DECK PLAN SCALE: 1 /4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-T74.6078 FAK 407-774-4078 www.abdesigngroup.com L AA M: 0003325 Ci 4 'I oilI [PROJECT# ZME17. & LOT ABBOTT PARK LOT #13 BLK #12 PHASE 4C 04181.04C-13121 MODZU 4EHB "2605—HAYDEN" GARAGE 8VnNG: RIGHT PAGE: SECOND FLOOR DECK PLAN 160 MPH EXP. C DUMT ATW. 02/08/22 scALE: 1/4"=V-0" 829MET s4 SECOND FLOOR DOWEL PLAN SCALE: 114" = 1'-0" 114 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdosigngroup.com AA M: 0003326 fa pptt KK m A C C SLJmm Ac IAT: ABBOTT PARK LOT #13 BLK #12 PHASE #4C PROJECT# 04181.04C-13121 MODEL- 4EHB "2605-HAYDEN" GARAGE 8VaNG: RIGHT PAGE: SECOND FLOOR DOWEL PLAN 160 MPH EXP. C 51 INT DATTZ: 02/08/22 SCALE: 1/4"=1'-0" 911MET S4.2 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (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 AOCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" Q.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 SI2T DESCRIP&TION REMARK 1Q (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 (psi) �H, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 (1)#5 (1)115 N/A GROUTED SOLID BB2 MASONRY 3000 Bx8 (1)#5 N/A GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES ----------- ----------- ----m-- 1 ♦ 8F8.l T/OM/OB 8FB-lT/OM/OB 1 ♦ i A 1 1 ♦♦ 1 ♦♦ GT I U.N.O. PROVIDE BB2 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL 17'-4" 1 i i � ♦ 1 10 4# 4#i ♦♦ j 1 I I ♦♦ 1 1 i ♦ ♦ 1 1 ♦ 4*1 1 i i -{ ' ♦ , 1 1 �J------F�-1�/O--B---------- , 1 1 � 1 I 1 i i 1 1 2.1 1 I 8F8-lT/OM/0B j 8F8-1T/OWOB 1 BFB-1T/OM/OB i � 1 ��-+�------ L - - - - - - - - - J SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" /i 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 R 44 ss u KK S 4 _ 2 ® stmDIV do Lo ABBOTT PARK LOT #13 BLK #12 PHASE #4C PROJECT 04181.04 -13121 acoaErl 4EHB "2605- HAYDEN" GARAGE BWMG: RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN NO 160 MPH EXUR C "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH BU8 84108 1E-1T 1T 1T/OB 1T/OB -1T/08 TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 8/8-1T 81111T 820.1T 824-1T 828-1T 8r32-1T ent-18 18 ttn 1rn 1T/18 1Tne -ttne 818-2T 8/16.2T 8/20.2T 6244T 08-2T &32-2T 3' 6" PRECAST 1436 952 3114 4217 5321 am7531 3' 8" PRECAST 889 1024 3'�' PRECAST 15% 3524 4394 6263 6132 7001 2486 8113 8385 7708 9031 10000 1589 9524 4394 5289 8132 7001 4'-0" PRECAST 1085 700 2305 3125 3945 4785 5687 4'-0" PRECAST 514 783 4'-0" PRECAST 1363 3050 3815 45M 5325 8079 1981 8113 7192 8524 7827 8751 1383 3080 3815 4670 5325 8079 4'-6" PRECAST 819 533 1770 2400 3033 3668 4300 4'$' PRECAST 398 591 4' 6" T 1207 2582 3375 4043 4711 5379 106 5743 7547 6752 E541 7W5 1207 1 2707 3375 4043 4711 W79 5'rt" PRECAST 931 1247 1999 2560 3123 3686 4249 5'�" PRECAST 411 411 5' 4" PRECAST 1016 law2374 2944 3613 4084 1319 4460 7196 7342 5780 S259 1016 2276 26M 3399 3961 4084 5'-10" PRECAST 817 1024 1631 2090 2549 3009 3470 5'-10" PRECAST 340 339 5'-10" PRECAST 909 1490 1971 2443 2015 3387 1161 3693 5877 6036 6548 5778 929 2080 2593 3107 3620 4133 6' 8" PRECAST 892 1139 3227 3031 3707 4383 5081 8' 6" PRECAST 410 721 6' 8" PRECAST 835 1201 1578 1955 2332 2709 1139 3227 450 7054 10000 8828 835 1888 2329 2790 3251 3712 T 6" PRECAST 570 938 2498 2205 26M 3191 3695 T-0" PRECAST 303 534 T 6" PRECAST 716 900 1181 1462 1743 2025 93e 2498 3406 4804 7007 6472 727 1624 2025 2426 2827 3228 914" PRECAST 428 883 1593 2204 2481 2818 2521 9'-4" PRECAST 192 384 9'-4" PRECAST 454 e88 767 948 1129 1310 639 1874 2298 3081 4099 48N 572 1318 1643 1969 2164 2519 10' 6" PRECAST 388 487 1247 1767 1904 2163 2028 10'$" PRECAST 151 301 10' 8" PRECAST 356 408 612 756 an 1042 660 1407 1897 2781 3222 3784 504 1180 1472 1783 1710 1989 11'�" PRECAST 330 544 1312 1742 2262 28E8 3830 114" PRECAST 132 417 11'�" PRECAST 430 406 530 653 777 872 544 1912 1742 2262 2888 1 3662 488 1042 1372 1843 1470 1710 12'-0" PRECAST 308 507 1210 1596 2048 2586 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 383 366 476 687 698 783 507 1210 1598 2048 2688 3171 440 940 1300 1580 1314 1476 13'�" PRECAST 270 433 1046 1365 1732 2167 25.35 13' 4" PRECAST 82 298 13' 4" PRECAST 308 303 393 484 575 046 414 1045 1365 1732 2316 2806 396 780 1057 1312 1071 1203 14'-0" PRECAST 254 386 978 1272 Iwo 1988 �= 14' 0" PRECAST 71 293 14'-0' PRECAST 279 278 360 443 5Z 609 390 978 1272 low1950 2389 378 717 961 1192 975 1133 14'$" PRESTRESSED N.R. NR NR NR NR NR NR 14'$" PRESTRESSED N.R. 283 14'-8" PRESTRESSED 239 422 508 826 746 865 458 1079 1429 1824 2277 2712 248 e83 980 1237 1474 1715 15'4" PRESTRESSED N.R. NR NR NR NR 15'-4" PRESTRESSED N.R. 252 15'-4" PRESTRESSED 230 e84 793 41 412 1014 1340 70 1709 2118 2513 290 818 016 908 we 13 1734 1353 1572 17' 4" PRESTRESSED N.R. NR NR NR NR NR NR 17' 4" PRESTRESSED N.R. 183 1T 4" PRESTRESSED 187 326 365 451 587 680 300 8m 1121 1413 1739 2047 192 608 720 501 1136 1312 19'4" PRESTRESSED N.R. NR NR NR NR NR NR 19'-4" PRESTRESSED N.R. 148 19'-4" PRESTRESSED 162 Zee 348 430 513 595 235 736 m 1200 1467 1716 166 420 623 803 950 1098 21'4" PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 361 454 527 180 596 on1038 1168 1458 142 373 537 800 $16 943 22�-0" PRESTRESSED N.R. NR NR NR NR NR 2NR 22,-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 228 290 369 428 497 185 550 784 992 1203 1381 137 368 513 E59 779 BOG 24'-0' PRESTRESSED N.R. NR NR NR NR NR NR �,-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 380 418 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTrS 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 144i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003326 �sf O BVHDIV' 'k IAT: ABBOTT PARK LOT #13 BLK #12 PHASE 4C PROJECT# 04181.04C-13121 MODELa 4EHB "2605-HAYDEN" GARAGE SINWO: RIGHT PAGE SAFE LOAD TABLES 160 MPH EXP. C 11' A ABOUCHACRA AR NO 93723 PltzNT I DATM 02/08/22 BCAILE: 1/4"=1'-0" 1 SHEET S� FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2, ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. B. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 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 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 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 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE 6 BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT 4X6 (3 Y2N5 Y2") SYR HTT4 W/5/8" DIA x 5" WD-1 PT., WOOD POST EXP. BOLT S/S31A L------------------------J ROOF FRAMING PLAN SCALE: 114" = V-0" I1 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX 407-774-4078 www.abdesigngmup.com AA#: 0003325 04 9 p ss� n Y y � 6 A m 0 151ii 6 U13DIV. & LOT-. ABBOTT PARK LOT #13 BLK #12 PHASE #4C PROJECT# 04181.04C-13121 MODEM 4EHB "2605—HAYDEN" GARAGE OWING. RIGHT PAGE: ROOF FRAMING PLAN AND NOTES 160 MPH EXP. C B 1 V m DATM 02/08/22 SCALE: 1/4"=1'-0" B1IMET S6 GABLE -ENO f—" HIP ROOF zP- ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-15 ZONE 1 = 58.00 PSF (68.00) ZONE 3 = 66.50 PSF (7&50) ZONE 2e = 66.50 PSF (76:50) 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"= 441' END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY. II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/-0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING EXP 1 (4020), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS 0 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA, TENSILE STIR, SHANK ASTM 10d RINGSHANK, 212' 0.131 F1667 SCREW SHANK 170,000 RING (16-20 RINGS RSRS-03 8d RING SHANK 2 3/8" 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 SO RING SHANK, PNEUMATIC 23/8" 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 12" CDX OR 7/16" O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND SO RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL ROOF SHEATHING ATTACHEMENT SPACING ZONE 1: 1Od NAILS 0 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r. 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 W RING SHANK GUN NAILS C 4" O.0 TOP 4 BOTTOM EDGES M9 �O YP. EXT ad �o Nb RAFTER OR TRUSS ROOF SHEATHING ■mom==►- 11 mmmm mmmmh I11 I II I III L UUILUINU LtNU I ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) AOD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER Wl BLOCKING 0 16'O.C, IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16' O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 1. RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING TYP. EXT. SHEATHING ATTACHMENT FOR STRUCTURAL ROOF SHEATHING #8 2' DECK SCREWS 0 6"-6' O.C. MAX @ EQGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" TSG SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M. MAXIMUM AGGREGATE SIZE SHALL BE Mr. STRUCTURAL DRAW NOS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FSC-R 2020, 7th EDITION qtt EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314". ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-18 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED, WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0,25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWNGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWM. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION -RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK, CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY, ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION, SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALMEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2. STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS, DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD-noncon—con 10 psf BTM CHORD nonconwnent DEAD LOAD DEAD LOAD WELDED WIRE MESH: WELDED WARE MESH, SHALL BE ASTM Al 064/A1054M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-O-OC, EACH WAY. REINFORCING STEEL: RESAR SHALL BE ASTM A515A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE AG STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAPS x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" #5 BAR - 30" #7 BAR - 4Z' PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. 1 O S IN ACCORDAN E W ANSI/ASCE 7 88. 1990, 18 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: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL' TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY 11) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WTH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: 40P6f SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WTH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY LENGTH ELEVATIONS NS, DIMENSIO ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAW NGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WTHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WLL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED T A DRY DENSITY OF AT LEAST %O T O E 7. F HE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTEDAT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL 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-OWGRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED NIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5P./- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C941C94M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIAESTAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOYED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT 18 DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED, IT SWILL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPUANCE WITH THE ABOVE, REQUIRED CONCRETE COVERAGE OVER REM SWILL BE AS FOLLOWS'. A 3PFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDAORWEATHER 1-lr2PFOR Ifs AND SMALLER 2PFOR 06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314-FOR SLABS, WALLS AND JOISTS 1-12PFOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS, STAGGER SPLICES WHEREVER POSSIBLE. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER. MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE frn = 2000 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO TT N BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS, GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH ASTM C-478 AND SHALL PROVIDE A MINIMUM COMPRESSIVESTRENGTH OF 3000 PS I AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM S/B" COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED, FILL CMU CELLS SOLID WTH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36MY F = 38 ksl FOR ANGLES W-S E STRUCTURAL PLATES AND SHAPES. STRUC TU BING SHALL BE ASTM A50O/ASOOM GRADE B F = 46 W. STRUCTURAL PIPE SHALL BE ASTM A53/A53M GRADE TYP - y L DEB, EEORS,FY- 35 W. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WTH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' SY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWNGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION: AND "SCSI LATEST EDITION" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WTH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF H GHER OR LOWER R OF C TH ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOW NG COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLI-1- SIZE TYPE SPACING AFPLIGtIIXJ SIZE TYPE SPADNG REMARKS I—FURRINGTO MASDJRY/Q .. CASEHARDENEDCDL R'LGNG. 6°OTC GARAGE DOOR BUCK TO MASONRYICONC. b"DA NOWMSIER TA— M45IXJR FASTENER Y SOC t-EMSED.,4"EIm DST., I-EDGEDIST. EGGAAL E(T. DODtS —EI.ARDENEDWIL S"OTC MANDO---FASTENED GARAGEDGO .— 3(S'DA OR lt'DIA EXPANSION BOLT 18'OIC(31S"DA) CEMSBED,4"ENDD6T., "EDGE z ,SEE NOTES NPILI I/Z'LIXJG. STAGGERED IMOMA60NRYICONC tO MABCNN/WNC. wwASHER 24"dC(I/Z'gA) DST. vmNDGWsuac CASE HARCENEDWIL e•D�c WNDOWIDOORIFASTENED METALSTRAPm CONTACT THIS ENGINEER FOR SPACING Ir ATSEE NOTES NML1 -LONG STAGGERED INTOMA80NR//GONG. MASONRY/CIXJC. REQUIREMENTS EXT.—NGDCOR (gIYIB"DA TAPCON' IIG EMBED. S'EW. BUCKLPT.SE.-TES WAeHER FASTNER IB"OTC DST, I I2 EDGE qST. P.TOT WINDOW BLCK A138°PAFz 3116" S"OTC CENDDI9T.,II2' STEEL OCL.. SEE WI WISHER STAGGERED EDGE DST. y��pNOTES NO 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WNDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WTH A WOOD DOOR FRAME. lx MEMBERS ARE NAILEDAND 2x MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-77443078 FAX- 407-7744078 www.abdesigngroup.com L AA M: 0003325 Irg 0 A LL' aC F e R rOU13DM k L07 ABBOTT PARK LOT #13 BLK #12 PHASE #4C PROJECT* 04181.04C-13121 MODZIA 4EHB "2605-HAYDEN" GARAGE OWD90: RIGHT PAGE: DETAILS 160 MPH EXP. 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YNaiM EVBEDrNTE%QUJE WAU.i1111Mfa :[KLU�YWiM NOiIYTEC tO N �— AAC _ (lfi J19 eTULC0.FM1A McCKYTMER A1q SIDMG: FDGEO@TANCFB DNAtlu4UCNM ffi' iitm DiDif 6]-7 ll.4 OREKMIVF a.V.CRMD aPe,yeTMTE UAT[pwL. —.__ AtG El.]_L_l)6 -3. FASIEpER1ENGfp8 N1G811NINEN6TAUATIONOETNl8DOp01 TA!FINfO Attpl«T wAueNo�e. whu fNoi lL4ezpfassNAu eE •ncfD iorK C•/rt0 !ASrFAERIFrGTpa efEFAaiF�LP KNEba[ iANf MIT,6 uFET. -- — lr tNNf aNNEave[t /N0.a9VMIrIDM1FRF 3ALLfA81E!EP6NUllNAVECURROigN AE6MTAMTLMTNGE DR[E NnDEW 1I6TYMTILpE I s-- OnRRDBgN PEMeTAVT]M1ERwl8 COVAIbFw)lplEE9tieTMIE WIENPtR. OFTANfAi FI1— ill•MI!e �a i V i M il{v DEF Yl ac F6) -fill v iiCwDiF 616 � 3 FASTENER SCHEDULE Aac ssc -us aiCmOif 821 bi ILIi • a C i 3 � -SI.3 N BBCm Dif l6 •D6 ENA • i Y ste Qa( .Dl �A aD.r oeeTa , amlDau OAS YTM[ �t .DDD E_.1/.• N x z ,/rr1,EDN zam an• vE. A:�-m1Dm.p iDIP. poop 1_1n• fin• D 1i�aerwre eaaN oz ri6oNlr r i-1/r toe wa .DDD z-Vr T«inia vrp n eRN.n a eRr�0 a a R[1PLlL ar •np merapnlD 1Rewre Nra�OOiuei' ,em pn .Rf amN "rm R009 .79 .165 499� 0.04 1.54 1/2" J—CHANNEL/TRIM 1 VINYL (No. 1100) 022 1 4" FASCIA SMOOTH ALUMINUM (No. 9700) VINYL SOFFIT AND TRIM SCHEDULE VSL)TL 80PRT LCKANNEL FASCIA SERIES 12- TRIPLE 4 SOLID ' ND. 0623 SOLID SOFFIT 12' TRIPLE 4 FULL-O-VENT 1/2' J-CHANNEL 4" FASCIA N0. 0622 VENTED SOFFIT Yom No. 1100 ALUMINUM NO. 2700 12" TRIPLE 4 FULL-O-VENT ECO NO, DOM VENTED SOFM LRye6eN, b.Ov BILL OF MATERIALS .. ' > � TOuIAf DN sm 1 NO oprr —[wEE ] MOr V[FD (v[ R01[ NI Op 9uT ,) J-ONY6 - ![ Dpwq Dp 9Ql , alttw - L[L OMwC ap ix4f l port 10 ap our t s oai• �. 1-1n' r-wi raz tataprt wo � ° eon• oeeNmt [ 1-J/E• rAr wa srm t ti oa R a/tr wNx CiOelr ib/1L 1• NN Loeb arm i+aE iD z r pDRNa pODo ,carp - sr . aE[ 1Ea RaOp • R r 1Lowc iDto Mrroi - sD . au Rel r6DD n DE wa t1m ® TRIM NAIL INSTALLED THROUGH FASCIA 016' O C. MAX O STAPLESINSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIA./J-CHA MAX. DETAIL A FASCIA O STAPLES INSTALLED 0 12' O.C. MAX (INTO WOOD) IN JCHANNEL SLOT OR T-NAIL a 12' O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS OSTAPLES INSTALLED THRU SOFFIT AND JCHANNEL AT NAIL �. HEM AND IN VALLEYS STAPLES INSTALLED 0 12" O.C. MAX (INTO OWOOD) IN J-CHANNEL SLOT �. WOOD BATTEN® �STAPLESINSTALLED O THRU SOFFIT AND JCHANNEL AT NAIL HEM AND IN VALLEYS iaXY WOOD SCREW OR SO YAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24' MAX. O.C. }" MAX -.1If DETAIL D O STAPLES INSTALLED J-CHANNEL THRU SOFFIT AND JCHANNEL AT NAIL FASCIA HEM AND IN VALLEYS lJ eN DETAIL E J-CHANNEL BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSSMOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING /iRUSSIJOI / BY OTHER :HANNEL p v DETAIL B J-CHANNEL FASCIA ® BATTEN STRIP ANCHOR 10D NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24' O.C. INTO FRAMING OSTAPLESINSTALLED THRU SOFFIT AND JCHANNEL AT NAIL HEM AND IN VALLEYS O 11 1X2 WOOD BATTEN L-2%2 WOOD BATTEN / O SOFFIT ITNSTALLATION SCREW, OJCHANNEL- BATTENATTCHMENT FASTENER SPACED 24" S MAX O.C. TAPLESINSTALLEDO DETAIL !17 rT'O.C. MAX (INTO 000)INJCHANNEL J-CHANNEL LOT OR T-NAIL0 iT .C. MAX. (INTO ONCRETE/MASONRY) BY OTHER 21/4" NSTALLATION SCREW, EMS. BATTEN ATTCHMENT B FASTENER SPACED 24" g MAX O.C. TAPLES INSTALLED 0 2' O.C. MAX (INTO WOOD) IN JCHANNEL SLOT OR T-NAIL 0 12' O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETEIMASONRY. BOILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION PAN'L' SPAN'U AVE WIDTH EAVE WIDTH (ROOF (ROOF OVERHANG) OVERHANG) CONCRETE; CMU OR WOOD (NOTE: 1) CONCRETE; SOFFIT OFFIT CMU OR WOOD SEE DETAIL'A' SEE DETAIL'E' SEE DETAIL'D' SEE DETAIL'E' (NOTEA) EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL (8 WALL. FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END M M JE 1[IYI A 12" TRIPLE 4 SOLID SOFFIT — VINYL — NO. 623 : & 7ErAa 12" TRIPLE 4 FULL—O—VENT SOFFIT — VINYL — NO. 622 - Of1.J 1l 1iTEa . 12" TRIPLE 4 FULL-O-VENT SOFFIT ECO - VINYL - NO. 639 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA 11: 000332E m C O 4I EAMON. R o$S V _ C SUBDIV. ac I.011 ABBOTT PARK LOT #13 BLK #12 PHASE 4C PROJECT# 04181.04C-13121 MODEIa 4EHB "2605—HAYDEN" GARAGE SWIATG: RIGHT PAGE: SOFFIT DETAILS 160 MPH E C R DA 02/08/22 ECALIX: 1/4"=1'-0" axEaT SD1 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 (FIG.1), 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 MIND 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. 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. FASTENER POSITIONING: 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 V 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). FASTENER REQUIREMENTS: • 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 MODERATE CONTACT IBC 2304.9.5." LEAVE APPROFnir,1 t GAP AND CAULK FIGURE 1 FIGURE 2 FRAMING MEMBER NG ER H-J( bAlItN NG ER ING IER FIGURE 3 LESS THAN OR EQUAL TO 12" WIDE SOFFIT o e 1" FROM END OF SOFFIT e 3/8" FROM END OF SOFFIT e FIGURE 4 GREATER THAN 12" WIDE SOFFIT KEEP FASTENERS 2" AWAY FROM CORNERS 3/8" IN FROM EDGE OF SOFFIT L N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAK 407-774-4078 I g I'M Iflil N avaDIV. ec L0 ABBOTT PARK LOT #13 BLK #12 PHASE #4C PROJECT# 04181.04C-13121 MODEL 4EHB "2605-HAYDEN" GARAGE 91IING: RIGHT PAGE: SOFFIT DETAILS 160 ^11 EA C DA1'E: mT 02/08/22 =#.=: 1/4"=1'-0" NKEET SD2