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Home My WebLink About7575 Sail Clover Ln99 20005 99 -4-E-HB o HHAYDEN OMES 12602 TELECOM DRIVE, TAMPA, FL 33637 Te1: (813) 740-9720 Fax. (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: I DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -PIn= H MDM CDL'I. L�EMUL �. �N (2=' � �A -AM IDM AN STATE ODW -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=180 MPH Vasd=124 MPH -EXPOSURE - C -1-STORY RESIDENCE - .2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ASVABOVE LAV. LAVATORY A/C AIR CONDITIONING LUM. LUNM40US ADJ. A°�NA� M.C. MEDICINE = Bo BOARDLE "M.T. ME M THRESHOLD CL CENTERLINE MTD. MOUNTED CAB CABINET MTL METAL CLG. CEILING N.T.S. NOT TO SCALE CLR CLEAR G.C. ON CENTER CONC. CONCRETE PI. PROPERTY LINE CPT. CARPET P.B. PUSH BUTTON C. CERAMIC TIE PH. PHONE D. DRYER PLT. PLATE OFF. DOUBLE PLYWD. PLYWooD D.G. DIAL GLAZED PR PAIR DIA. DIAMETER PT. PREssURETREATED DIM. DIMENSION R. RISER DISP. DISPOSAL RAG RADIUS DP. DEEP R.AG. RETURN AIR GRI,L DR. DOOR REF. REFRIGERATOR D.S. DOWNSPOUT RM. ROOM DTL. DETAIL PIG ROUGH OPENING DW DISHWASHER S.C. SOLID CORE EXTDR EA. EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLE HUNG EQ. EQUAL SHT. SHEET EXH. EXHAUST SHTHG. SHEATHING EXT EXTERIOR SHWR. SHOWER FIXED G./FX. FED GLASS SIM SIMILAR F.G. FUEL GAS sl. SLIDING FIN. FINISH SEGL. SLIDI4GGLASS FL FLOOR STD. STANDARD FLUOR FLUORESCENT SWS SHEAR WALL Fit DR. FRENCH DOOR SECTION FTG FOOTING TEMP. TEMPERED GLASS GA. GADGE THK. THICK GAR, DISP. GARBAGEDISPOSALT.O.C. TOP OF CURT O.F.I GROUND -FAULT CIRCUIT TOP TOP OF PLATE INTERRUPTER T.O.S. TOPOF SLAB GL. GLASS TYP, TYPICAL GYP BD. GYPSUM BOARD UNG. UNLESS NOTED Hs. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF HDR FADER W. WASHER INSUI.R HT IHEIGHT NSULATION w� w oD INT. INTERIOR WDW. WINDOW w/H WATER HEATER WL WROUGHT MON DATE DESCRUMON 2-STORY CM CONVERSION ARCHITECTURAL SHEET DESCRIPTION BID SET ISbUED PG Cl—COVER SHEET PG GN- GENERAL NOTES PG Al —FIRST FLOOR PLAN PG AI A —FLOOR PLAN SECTIONS/DETAILS PG A2—SECOND FLOOR PLAN ap LL'' PG A3H-FRONT & REAR ELEVATION64" WORd� `�/�� L Cc PG A4H-LEFT & RIGHT ELEVATION ,VDES FLO J a IPLY WITS PG Ei -FIRST FLOOR ELECTRICAL I D t (..fI -, � C� f f)I�� i c .a PG E2-SECOND FLOOR EL.ECTRICAL�ONALL pjC ,, ��( j) PG Pi -PLUMBING PLAN A U O r C� ODE PG Ml—FIRST FLOOR MECHANICAL(�pjt�� HE CI�'Y rt) • sjh ASUAN G° P� a"�k HI PG M2-SECOND FLOOR MECHANIC (', � L).� PG DI -DETAILS PG D2—DETAILS PG D3—DETAILS PG D4—PRODUCT APPROVAL LISTING PG WAl—WALL, ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WAS -WALL ASSEMBLY DETAILS 02A3A8 02A ADDED ELEV. 'J' K' WITH bIDING PER MARL BOWEb 02R0/IS BID SET RE -ISSUED 04AVI8 FOOThYa REVISIONS PER hl BOUEb 0611rDAS I -JOISTS INCORPORATED INTO MASTER PLAN O6JU116 CONSTRUCTION DOCUMENTS RE -ISSUED 0Sn1/I5 ADDED VALLEY FRAMNG DETAIL, UPDATED BOLLARD DETAIL OV26/19 DETAIL- *ADDING BAR TO BOND BEAM' ADDED TO 81.2A 02/ta/19 PLAN MAINTENANCE STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.H. DESIGN GROUP, LLC. LON NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 SQ.FT. CALL. S 03(M REVISED LNTEL SIZE AT FRONT ENTRY DOOR 04126AI IODATED LEDGER BOLT SIZE 4 SPACING 15TFLRLIVING 104 SQ.FT. 2ND RR LIVNG I501 SQ. FT. TOTAL LIVUJG 260b SQ. FT. GARAGE 431 $a FT. PORCH ELEV'S 44, III SQ. FT. TOTAL ELEV'8'H' 3W SQ. FT. 8a10 PATIO 80 SQ. FT. emsm REVISEDI-JOIST LAYOUT 0617I/IS ADDED LED L&ITS TO IOTCHEN 4 BATHROOMS MR MARK ROUES 01/231" ADDED STONE OPTION TO ELEVATIONS W, W,'J' 4 W SAS LEDGER BOLT SPACING REVISED Ip�j/Iy AppEp OR'T. S'-0' CEILRYs HEIGHTS 0UOM20 REPLACE USP 00"CTORS WT14 HIPSCN CONNECTORS ®3/OJ/i0 REVISED DETAIL ON SNEEr p2 OPT. 8'-0' CLG. HGT. 08/II/J0 REVISED STAIRCASE AND STAIR SECTION DETAIL 01/04/21 2020 FBC UPDATE 03/03/2I ADDEDSOFFIT DETAILS STRUCTURAL SHEET DESCRIPTION 03/09/21 ADD PLAT HEADER • T-W AFF. (W-O' CLG ONLY) PG Sl—FOUNDATION PLAN PG SLIA—DETAILS PG 51.2-FIRST FLOOR DOWEL PLAN PG S1.2A—DETAILS /� �[j i' AU6 ® A PG S2—FIRST LIFT BEAM PLAN A SJ l PG S2.1A—DETAILS �1 *` +— - _ 420 PG S2.2A-SAFE LOAD TABLES ry aI I r [ PG S3-FIRST OR FRAMING P-P�ARitij ExH fvj i t & � PG S3.1A-DETAILS F 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 S5.IA—SAFE LOAD TABLES PG SB—ROOF FRAMING PLAN PG SNl—DETAILS PG SD1—SOFFIT DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS IN NEED OFFURTHER IN ADRAWING SET)AND OR EXPLANARE A TION ION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'a 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. 0"Al ADDED 20' HOOTER OPTION d N. RONALD REAGAN III LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 C s� A SUDDIV. de LOT` ABBOTT PARK LOT #4 BLK #12 PHASE #4C W-04121 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: LEFT PAGE: COVER SHEET 160 MPH EXP. C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 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''/: 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, 5. THE ARCHITECT/ENGINEER 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. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO, 26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN''/: -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN M INCH GYPSUM BOARD OR EQUIVALENT. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THEENGINEEREDWOODASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNt. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBNO 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 W (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH%' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 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 FNSHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926.18b, ASTM-C1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS 1"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 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS, THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH I 1/4' TYPE "W DRYWALL SCREWS AT IT O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT, IT IS UNDERSTOOD AND AGREED THAT 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 BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA $: 0003325 R L4 w g a QC y 0 64 3 StmDIN. Ae LOT ABBOTT PARK LOT #4 BLK #12 PHASE #4C PROJECT# 04181.04C-04121 MODET. 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: GENERAL NOTES 160 PH EXP. C .70 Dpmrr ATE: 10/26/21 SCALE: 1/4"=1'-O' SKEET GN PATIO j B E COND OVERHANG OF ROOF (2) 3052-SH HD ---------I 6068 SGD. 12'-4' I 21'-41 v B> V CL& 0 LNIIVG I I I I ROOM ROOM a'•o CLG. 8'-0' CIA I 5'-8' 3'-S' 1..2. v v ( 2) 2068• FLAT MDR 1'-&' A.F.P.A I A I I I I I CIv II • ! D 11 ? TUB/ BA CL2 0 VIC I II POST G O O I s ,,L I i2 �J ® ImI B I I 111 I I,,.�. KTfM B'-®' CLG o m I I I I I UP 1 I I 1 I 1 i0 06 "' V-8' 3 0 0 = 5'.4' 3'-S' '-10' 2'-10 I 1 S'-O' HD. x 3'-4' 5'-8' 3'-4' v W.H. 220 MSC STAIR DATA 15 RISER • 1.52' 14 TREADS • 10' BOLLARD D 0 I ,a*pf G� — iIF -- i v.3-SH v __— A8 REQ. PER BLDG. FLAT HDR • CODE 1'-6. AFF. II p_0• 4�_8. II 13.-0. 9 III Vlllc lii 1 a' III m e GARAGE W-01 cLGFOYM — e IN.— III�FLAT HDR • rpm III 1'-b' AFF. 2'-10' I6'-0' 2'-10 '•®� 1'-4' 9'-8' I 16'-0' x 1'-0' O.H. 0 POR I 9 a -------------------- FIRST FLOOR PLAN SCALE: 1/4' • P-O' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE N ITS ATTIC AREA BY NOT LESS THAN bi'(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN k'115.9mm) 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 SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2020 (1TH ED.) 302.1 ca�rGlen• AiD dJ10010 NrD LOA08 OM MO EVOM FOR88EOOIO 018T8 OFBm BOUNE ZOIE =10HOOINO RHINKB NOTEE FOOTAGE MIN. WINDOW 10 5 31/-50 CRITERIA EXTERIOR SWING 18 5 36/-41 DR MIN. CRITERIA SGD. MIN. 41 5 34/-43 CRITERIA 16010 O.H.D. 112 5 31.0/-34.6 12'xI2' SOFFIT 1 5 313/-49.9 BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=I1, 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. CORIROLONT80YOV41 SQ.FT. CALC.S IST PLR LIVING 1104 SQ. FT. 2ND FLR LIVING 1501 SQ. FT. TOTAL LIVING 2605 SQ. FT. GARAGE 431 W. FT. PORCH ELEV'S 'H' III SQ. FT. TOTAL ELEVS'H' 3153 00. FT. BAV PATIO SO SQ. FT. MASONRY/FRAME WALL LEGEND 8'-O' BLOCK UNO ON PLANS BRG. HGT. VARIES 8' BLOCK WALL URO ON PLANS 11'-4' BRG. INTERIOR LOAD ERG. WALL UAO. ON PLANS 4' INTERIOR NON LOAD BRG. WALL UN:O. ON PLANS -ALL INTERIOR DOORS TO BE 6'-8' -ALL EXTERIOR DOORS TO BE 6'-8' UNLESS NOTED OTHERWISE OCT 1 N. RONALD REAGAN BL LONGWOOD,FL32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.00m AA #: 0003325 8 Ci E1UDDrv. de LOT ABBOTT PARK LOT #4 BLK #12 PHASE #4C PROJECT# 04181.04C-04121 moDEu 4EHB "2605—HAYDEN" GARAGE EIMMO: LEFT PAGE: FIRST FLOOR PLAN 160 MPH EXP. C 'a. H.ALP I IlV (2) LAYERS OF 3/4' PLTWOOD OR (2) LAYER& OF 6/4' SUB 5'•m' FLOOR MATERIAL RIPE FOR SOLID NAILING LAUN 3/4' TIC• � FLOOR SECURE TREADS TO STRINGER AH U . OLUED N SCREWED W/MD -8 9. 6CREWS • EA PER FASTENER SCHEDULE STRHISER, UNTHREADED SKANaC TO EXTEND BEYOND THICKNESO THE BLEAR SPACE BETWEEN OF&M-FLOOR &WATHI NG 1 1/2' THE HANDRAIL AND THE WALL 9'-4 3/4' YND FIN. FLR MIN. SHALL BE NO LESS THAN 1 1/2' C \ HANDRAIL • 36' AS PER FBCR R311.1.8.2 h— 1 \ LLV 2X4 RE -ICING a'-m' 6RG. HGT. PRE-ENG'D FLooRMG \ \ NOTE: I� 6Y6TEM lSEE FLOOR ) \ FRAMM SHEET)WALL 42' H. 1/1 \ HANDRAIL SHALL BE 9TO FBCR I�i \ CA RETURNED TO TO THE WALL OR �ION �OCOWORM PLAN TERMINATE INTO A NEWEL MN TREAD•10• MAX RI6ER•1 9/4' STAIR DATA: \ 3/16. MAX VARIATION IN RIWR6/TREADS ADJACENT TO EACH 15R 1 l92' \ I• MAX 10, 1,1061NG POST. OTHER SW MAX VARIATION IN ANY 14 TREADB • \ p MIN. Q w R16ERRREAD HANDRAIL CIRCULAR aw" SECTION DIA. TO BE 1 V4' .-V4 Im'. I' NOSING \ w OR PRONDE COUIVALENT S T 0 R • \ NARROW EN TY WINDERS- MRl 6' WIDE • NARROW END MIN. I WIDTH • tl' FROM NARROW END 34' MM, HANDRAIL NYLT. L w \ 1O u NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR GROSS SECTION WITH A \ DIAMETER OF Ii' t 2' OR A NONCIRCULAR CROSS SECTION WITH A a•ana GYP erR61GER RERPORCED W2X4 SW \ ENCL ED ACCE661151-E SPACE UNDER STAIRS SHALL HAVE WAl 6, UNDER I-LOOm DEM OF SUB- OR ADHESIVE PL-40a+OR 6IMILARE • \ ° PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARCsEST GROSS SECTION DIMENSION NOT EXCEEDING 2 I/4'. EDGES STAIR SURFACE AND AiY GOMTS PROTECTED ON THE ENCL06ED 61DE EA HORIZONTAL RUN \ aa O SHALL HAVE A MINIMUM RADIUS OF I/8'. DBL. aTH °Y O°4RD6' REM '1' a x 4 RE-6rRC OING \ 2 " 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF PLATE 9 EA • A. u ING a x eTRER H \ FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY 01•0' FIN. FLR eEcuma 6 -6 or_ DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE 2X4 ATTACFlD W/ IDd SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM MA60NRY NAILS . 2x4 P.T. STRESSES- PER SECTION 1601.8.1 / F.B.G. 2020 6LEEPER INTO &LAB WITHIN 6' OF EACH END, 32' O+C. MAX BAR DETAIL B STAIR ®SECTION C HAN/DRAIL SECTION HDR. DTL. NOTE: HEADER FINISH TO BE PER COMMUNITY STANDARDS NT •1 N. RONALD REAGAN SL LONGWOOD, FL32750 PH: 407.774-6078 FAX: 407-7744078 www.abdesigngroup.com AA B: 0003325 h 0 24 a O F W�U stmDrv. ea LOT: ABBOTT PARK LOT #4 BLK #12 PHASE #4C PROJECT* 04181.04C-04121 MODMIU 4EHB "2605-HAYDEN" GARAGE 8WING: LEFT PAGE: FLOOR PLAN SECTIONS / DETAILS 160 MPH EXP. C DATE 10/26/21 SCALE: 1/4"=1'-0" SHEET A1A EGRESS (2) 3062-SH EGRESS a ww"'a• A OVA, FAIN Oi RII NOW 0771 M110 3052-SH 3052-844' EGRESS IEGRESS SECOND FLOOR PLAN SCALE, 1/4 - V-0' OF o I "T U N - RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-774-6078 FAY, 407-7744078 www.abdesigngroup.com AA #: 0003326 iz64 04 1�4 t3 is A SUSDIV. 89 L1071 ABBOTT PARK LOT #4 BLK #12 PHASE #4C PROJUCT# 04181.04C-04121 MODMIA 4EHB "2605-HAYDEN" GAMAGE DWING: LEFT PAGE: SECOND FLOOR PLAN L160 MPH EXP. C D F-ppm" 10/26/2�1 AM SCALE: 1/4"=1'-0" SHEET A2 25'-4' BLDG. HGT.h 12 5r:�; IT'-4' 2ND FLR _ BRS. HC T. 4' RAISED BAND v v Iuu 6' RAISED r r BAND L — 2ND FIN. FLR - ----' ----- ---- 8'-0' OPT. COACH LIGHT IT'-4' 2ND FLR, _ BRG. "T. P. V-4 3/4' 2ND FIN. FLR/BRG. HGT. 8'-0' GLG. HGT. 0'-0' FIN. FLR ME 0 FRONT ELEVATION SCALE: 1/4.. I'-V TEXTURED FINISH REAR ELEVATION SCALE: I/4 . I'-0' TEXTURED FINISH FYPON IVX48' ___l_DE0ORATIVE SHUTTER OR EQUIVALENT I'I'•4. 2ND FLR. I�BRG. HGT. BKTIIXIl OR EQUIVALENT 6' RAISED BAND (TYP.) I 9'-4 3/4' 112ND FIN. FLR. -0' BRG. HGT. ® ENTRY I I 4B TYP- 4' RAISED I BAND (T7PJ 8' RAISED BAND (TYP.) I o0'-mP FIN. FLR ,OIT'-4' 2ND FLR d— - B T. I I I I I I I I ,�9'-4 3/4' 2ND FLR r SIN. FLR/BRG. HGT. I ,L8'-0' CLG. HGT. r-- 08 4B I TYP. � _ _ 0'$ 0 FIN. FLR AREA OF ATTIC = 1585 SQ. FT. NET FREEVENTILATI ON AREA REQUIRED = 1/300 RF IXAREDVENTILATION AREA = 15&5/300 = 5.28 VENTILATI ON AREA X SQ, IN CHE S PER FT.(144) c 7608 SQ. IN. YIN. REQUIRED VENTILATION .5X 7E0.8 IN UPPER PORTION OF ATTIC - $80.4 SQ. IN. OFF RIDGE VENTILATION AREA a 115 SQ. IN. FERVENT 380.4 /L1S TOTAL# OF VENTS REQUIRED = 3. SDAG TOTAL# OF VENT S PROVIDED = 4 -AREA OF ATTIC IS THE PERIMT ER Of THE HOUSE, LESS THE OVERRAN G EXTERI OR OF WALL TO EXTERIOR OF WALL, N O OVERHAN GS INCLUDED) V2' THICK 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MA60NRY- 4'94' GALV. 'L'-TYPE PLA6WNG SET N FIBEPULASS 6NNGLES WANDERLAYMENT AS PER FBCR IOSAL ROOF SWEATWING TWICX E66 AS PER SWEET OWL SECURIM PER FASTENER SCFEDULE 6"FISON LW-26 2ND FIN. RR (PIER ELEVJ .i\ 2xb SYP RAFTERS OR PRE-ENG'D TRM— ROOF ELOPE PER ELEVATION MIL TM' OSB SHEATHING GUSSET TO BE SECURED TO 2X6 MEM IERS W/ 6d NAILS 3' Or: • PERIMETER — SI1F60N LLIS-26 UY (4) UDd'. TO LEDGER AND (2) 10d'. TO 2x6 JOIST I'-4- 1!!',:S' TWREADED ROD 32' O.C. 4 WITWIN 6' OF EACW END MAX SET N 6IMP604 WOW STRENGTW EXPDXY 32' O.C. 4 WITNN W OF EACH END MAX SET N SIMPSON WIGW STRENGTH EXPDXY 6' MN EMBED. CHANNEL FOR SOFFIT OVERHANG DETAIL A SCALE: IR . 1' ENGINEERED WOOD TRJ66E8 • 24' OG. Y SUBMIT GWOP DRAUWA SEALED B4 ' e PROPEGOWNAL ENGINEER FOR REVIEW AND COMMIENTS PLYWOOD SiEATWNG SEE STRJCTURAL 2ND FLR BRG NOT. ,L fP R LEVJ - ROOFNG AND FLASFINC. UY DRIP rf?PlL"OTRAPS NOAN.IC1.6EDGE PER T?I'R. U141YRAN'TEE �TNALRECiJIREMENTB(� UW FASCIA WIT14 BREAK METAL Wr SCFID MAMLj''lV!STRICTUR.AL T Ix2, 2.6 WOOD FASCIA SEE STRICTY11AL FOR FASTENERS VENTED SOFFIT PER ATTIC CALC'S Y2' THICK 2 COAT CE %NT PLASTER APPLIED DIRECTLY TO MASONRY RAISED TRIM PER ELEVATKNS 2ND FLR WIDOW PER PLAN RAKE SOFFIT DETAIL B SCALE= b4 . 1'-0' ,i N. RONALD REAGAN EIL LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003326 F 14 F Rro s� � m h c 14 ti mm 8U13DIV. de LJOT ABBOTT PARK LOT #4 BLK #12 PHASE #4C PROJECT* 04181.04C-04121 MODELc 4EHB "2605-HAYDEN" GARAGE 8WING: LEFT PAGE: FRONT & REAR ELEVATION "H" 160 MPH EXP. C OFF RIDGE T TYP. Il'-4' 2ND FLR _ rYP V-4 3/4' 2ND FLR. I I ---------'-----------'------------ FIN. FLR. ----_ 5'-0' GLG. HGT. .��'TY �-----------------_-_-_-_-_-_-_-_-.. 0'-O' FIN. FLR - - - - - -- r---------------------------------- FRAME DOWN FOR FYPON BKT IXII OR EQUIVALENT Il'-4' 2ND FLR BRG. I-GT 9'-4 3/4' 2ND FLR FIN. FLRlBR3. HGT W-0' BRG. HGT e ENTRY 0'-0' FIN. FLR LEFT ELEVATION SCALE. 1/4 " P-0' TEXTURED FINISH RIGHT ELEVATION SCALE: 1/4 • 1'-0' TEXTURED FINISH Il'-4' 2ND FLR. ---- BRG. HGT. —_—_ ,6V-4 3/4. 2ND FLR FIN. FLR �8'-0' BRG. HGT. ® ENTRY 0'-O' FIN. FLR IT'-4' 2ND FLR BF�i. HCsT 9'-4 3/4' 2ND FLR FIN. F� LRIBRG, HGT. 0'-0' FIN. FLR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abloslgngroup.com AA #: 0003325 n q G h A R a a i SVHDrv. A. LOT: ABBOTT PARK LOT #4 BLK #12 PHASE #4C PROJECT# 04181.04C-04121 MODELg 4EHB "2605-HAYDEN" GARAGE SKIING: LEFT PAGE: RIGHT & LEFT ELEVATION "H" 160 MPH EXP. C mill DA 10/rpturr 26/21 SCALE: 1/4"=V-0" SHEET A4 H ELECTRICAL LEGEND SYMBOL DEFINITION NOTES --e 12DY OUTLET 20 AMP DWAA POLE 110V OUTLET IIOV OUTLET 1F QnLwrcHET U REC VJro G �GFI IIOV OUTLET EdIPED Iu31►o PAIL fTA1PlR RNTEIEI7 I!GMTA M lYPE1 220V OUTLET 14) UM C4NHB=ICN UG,,pp I M. UIATM440 � GROUND FAULT GFI OUTLET NTS purnm 81147014 SWTCN 3-WAY OPER W4 OUTC 4 4-IUAY OPER I_oWALLMOW W �,J LOW CEILING LIGHT © LED CLG LIGHT © LED VAPOR VP PROOF LOW, O VP VAPOR PROOF LIGHT OKIDDED CAN eVENT. FAN 1 CRT FER GO, VENT. FAN W4KANT I DR, PER DGL FT. RXTUFM (meow TOP BY WRAP ARP1# ARR10 (RELCE E0) 2-SAA URAP • APICUND (SUF A rNrJ 2'FLUOIESCENT 4"LUOIIDCEN( --e--°--er C 4'TIIALYC LWNT 0 PANEL METER • SD. el'Taa DETSerae Ld lI IYt r�l L� 1 IWLL Mo1IRED 9XdQ DEIEOTOR m'M.RAcKdIP W-MA22M ® S/GO CARBON MONOWX BIKE DETECTOR �� BATt. e4a[.uP 2V UAL INTER-CQICCTED ONAIU. Ee A DBTACE OF NOT Lose THE4 4• PENDANT LIGHT LIB NAVAML GAO OUTLET . TILEM40M JACK U4 WATER ItAA1EI DISCONN[CT T a6f1✓�A !Q <ii i•i e� . ANt COt®ITIONDIO GEE MY ON ' Droca+Ecr I-2 TELEVISION JACK (MIL Eox Final RED TO N &A-PORIED M O J.BOX ACCORDANCE uI BOX MMKED AS SUCH FOR CaLm BOX u1LM5 FANA gFTT GUPI•ANCI W/ BCRM M AGCOTo GS RDox MAR[1D AS GUCFI FOR Rs]OII 24• DI ENT LIGHT SP W 6TRTRI nnnnnn 3O• Nf.•AT maCENT LIGHT ST" ennnnnnn 4P NGANDLGCOM LBHT S,RIP FLOOD LIGHT OPT.GECON O KEYPAD • PA PIRM-BUTTON FOR CRABS we PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED • HOMEOWNER PRE-CONSTRCTION MEETMI • ALL 0 4 20 AMP BRANCH CIRCUITS TO BS AND FAULT PROTECTED PER ELECTRICAL PROVISIONS OF Farm TT41 EDITION (202W N NEC 21012 203 EDITION. • 20 AMP DEDICATED LAUNDRY CIRIOUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISINYNSIBR DISCOiECt t0 Be LOCKOUT INPANEL • BATHROOM R)04"T PAN TO NAVE MIN. CAPACITY OF 50 CR•I INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MBOT! PBCR TLAUNDRYH EDIT1ON l202e1 • LAUNDRY ROOM AND DISI4 R RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-MTERIEIREI PROTECTION FOR PE SOPI EL ON FEEDERS • WRMG METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF REICR TTW ED (20202 • ALL WORK ro CCMRLY WTN ELECTRICAL FROVISIONS OF TIE PBae TrH ED [2m2m1 • L INLALL BE GELENERG 01 EUU_D[R AND TSX IG M16T sE ENERGY ®41GIEli TYPE PER P19G. ENERGY C(?MERVdTION (RENDENTIdL Et®RGY ENERGY EFFKASNCY) 202A TUf EDITION R4mll METER FIELD VERIFY LOC. IRRIGATION OUTLET • 48' AFF. GF W 15OLLARp, AS RED. PER SLOG. CODE COACH LIGHT ) M ' KEYLESS FIXTURE ll GFI @H GARAGE DOOR PREWIRE GARAGE PA110 0 M QMG ROOM ROOM F'RE-WIRED - - CLG FAN Cam. ,7 I I TO 2NO FL\ ' SWITCH SWITCH I `` CABINET I f oom II J \OUTLET _ i I I I ,FOR DWI I L -- [ / GFI PAN. GFI • 44' � 1 I ------- AFF. S/COI ;OPT.--- ----= - _ REF I — i I 01 PIEX FOYER III PAN D III !III PROVIDE 3RM CU, THW • K CU IN V CONDUIT OR 3 •4M AL. THIN • 1% CU IN 2' CONDUIT OR 2M AL. SEA (CONDUIT TO TEM1MATE ABOVE SOFFIT P OYERNANW WP 150 AMP ELECTRICAL RISER !/ NOT TO SCALE. COMBINATION SERVICE I00 AMP / ' PB. FOR I O EL C ELECTRIC M TER IN AND 120124014VC CHIMES GENERAL NOTES, M ELECTRIC METER R 1 MLOSE C ELECTRICAL MATERIALS AND PROVISIONS OF SHALL NEMA SII ENCLOSURE ' COMPLY OATH ELECTRICAL PROVISIONS oP THE FBCR trH R°"Y=L PORCH ECOMPANY RE(iILOCAL CODES, AND ALL LOCAL POWER B0Al2P S. ------ • — — — — — — — — — — — D. ALL CONDUCTORS SHALL BE TYPE TFOGN/T4IN ULESS NOTED OrWERIISE. TELEPHONE SERVICE ENTRANCE OWN-I"ENT POWER COMPANY TRANSFORMER INTERSYSTEM BONDING TERMINAL AT LOW GRADE VOLTAGE COHNECTIOFE FIRST FLOOR ELECTRICAL PLAN SCALE. 1/4' • I'-®• I I I L I _ I \---------/ LED LIGHTING Cap SINGLE LAV. BATH n CABLE TELEVISION GERVICE ENTRANCE EGulrmw PROVIDE EC AMP, 120R40 VOLT. I PHASE SECONDARY I •4 CU SERVICE GROUND OaMCTED TO ELECTRICAL SERVICE. PROVIDE 3 -1 COPPER (CU) IN CONCRETE ENCASED FOOTER STEEL PER 1-VT" DIA SCHEDULE Sm PVC CONDUIT OR PROVIDE 3 ELECTRICAL PROVISIONS OF THE FBCR iT14 9M MIN (AL) 2" CIA SCHEDULE W PVC EDITION (2m2m2 CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE UTIN T1E ELECTRIC r..' CIA X S FT LONG COPPER CLAD GROUND ROD WIMPANY PRIOR TO BID. OCT 1 N. RONALD REAGAN 81. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 n c WIWI z 9VHDIV Ae LNOT ABBOTT PARK LOT #4 BLK #12 PHASE #4C PROJECTOR 04181.04C-04121 MODEL• 4EHB "2605-HAYDEN" GARAGE 19WING: LEFT "'FIRST FLOOR ELECTRICAL PLAN 160 MPH EXP. C DATE: 10/28/21 SCALE: 1/4"=1'-O" SFIEET E1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -� 125V OUTLET 20 APP GMJ POLE I10V OUTLET WV OUTLET � 0 OMV URED TO eURTCFI �rrl IIOV OUTLET tamp rm A,PEoR 1 RINSTAM TYPE) 270V OUTLET (4) WI! CONNECTION yyp2� E1(T. UATMW"m T• GROUND PALLT (1PI OUTLET NTEM✓rIER OUTC 4 6URT014 !-WAY OMM GOTC 4 4-WAY OPER " �W UTALL FICINTED V4 ' LIGNr CEILING LIGHT © LED CLO LIGHT ©vp LED VAPOR PROM LIGHT Oyp OP PRD LIGHT LIGHT OQ mcnew CAN eV8f1. PAK I OM PER sa Pr. V@li. PAN ALIGHT I a" PRR sa PT. Y PIXERi reP ec'6 TOD eY FLUOR T 2•e1Le URAP ® I1��jj.4I}} (IECl66ED1 AROIIO FL AROIlD l6LEOF MNTJ } 2' PLUORE6CB1f 4' PLUD"E" CAR p G®C PANEL son METER OS.D. B"am DETECTOR eD. WALL MMMP eATT eaeR uP mace DETECTOR II -Hann ItlBl CAROM P1240MMWER-CONNE07ED CQ w clm SMALL Ell A DISTAHM1 OF NOT LE" THE! 4- PIMANT LOW rl\ NATURAL Ob OUTLET . TELEPNOTE JACK WATER NEATER DecaeECT AINDRIOING TOM Illy Uxa. OU AHU ON DISCONNECT IN& SWEET t� TE.EN6IGN JACK CELNG EOc FISGIMISP O TO eE! MAFORIED N ACCORDANCE UV SOX J-EON MANOD A6 GUGN POR WiLvECTION CEILsa NOot TO EE 61lPORED N CEILNG FANA.aNT ACCORDANCE UP SOX MAMW AG SHOT FOR y�ppJp 24' WIC'A CEEIGENT Lahr ETMP pAG pnp ,.• NCA DINCEHT LRW STRIP nnno 4• ►CAIMKIM Lahr 6TRIP FLOOD Lahr KEITAD rRYPAOLLErY PA McN•BUTTON FOR OIME6 U6D PORE • LOCATION OF TV JACK6 4 PWOM OUTLET6 4 FANS TO OE VERIFIED • NOMEOWUER PIE-C4ON6TIRUCTION MEETNG. • ALL e 4 70 AMP BRACN CIRCUITS TO ENE ARC PALL.T PROTECTED PER ELECTRICAL PROVISIONS OF MM i1N EDITIQJ l7020t 4 NEC 71011 70rT EDITION • 10 AMP DEDICATED LAUNDRY CIRCUT. • GPI • ISLAND (NOT ON 10TOIEN CIRCUIT) • Di6HWA& 016CCROCT TO IM LOCKOUT N PANEL • BATH' 9 E)64"T PAN TO WAVE MN CAPACITY Of Be C M INTERMITTENT PER ELECTRICAL PIl7NelONs OF 6ECTION MOM3 PeCR TTr EDITION (2020x • LAUNDRY ROOM AND DIOW WA"R RECEPTACLE 6HALL BE OR016D PAIILT CIRDUR-NRRIEPTER PROTECTION FOR 1,19060NlL ON PEBDM • MRM METNOO GWALL OE NON METALLIC CABLE PER ELECTRICAL F"OV0IONs OF FEIM TTN ED ne2ex • ALL UORC TO COMPLY MTN ELECTRICAL PRON610N8 op THE FBCR TTN ED (707®x • ALL LAIT6 6LIALL eE 6lLLCTCD ET RIIILDER dla P� RERGr t.`LNeERVAT1Ol 110"IDE TIAL ENERGY I L_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - J SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' . I'-0' LED LIGHTING C DOUBLE LAV. BATH •3 I I I � I I I oL = I I I I 6 I I I �L I LED LIGHTING C DOUBLE LAV. BATH M IN s 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003326 lY) L-j s� o r�r 1�ppy14 a R h ul W f 0 E F-SUBDIM to L071 ABBOTT PARK LOT #4 BLK #12 PHASE #4C PRGJECT# 04181.04C-04121 MODEL 4EHB "2605-HAYDEN" GARAGE 8VnNG: LEFT PAGE: SECOND FLOOR ELECTRICAL PLAN 160 MPH EXP. C FIRST FLOOR PLUMBING PLAN SCALE: 1/4 . V-V L------------------------J SECOND FLOOR PLUMBING PLAN SCALE, 1/4 • P-®' LAY MAIN PLUMBING RISER OCT IN 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdeslgngroup.com AA S: 0003325 4 0 s� i SVHDM & LOT ABBOTT PARK LOT #4 BLK #12 PHASE #4C PROJECT* 04181.04C-04121 MODEIs 4EHB "2605-HAYDEN" GARAGE 79WING: LEFT PAGE: PLUMBING PLANS 160 MPH EXP. C HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS 844ALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING, ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 1T14 EDITION (2020) MECHANICAL SLOG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL IV 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 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHA,L. BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER F 5C 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. LEGEND ® SUPPLY AIR DIFFUSER m RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE. SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS $HALL. HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO — — — — — 7 RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FM 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. — — — — — — It. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTEC14 DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. M S/A F FROM G �Lm ABOVE' NOTE: BEDROOM #2 ALL HVAC TO NAVE PROPER PANS W/ DRAINS ATTIC I 12X8 %%% ----- CEILIW\ EXTERIOR WALL O O z -----� II PLENUM T y AIR RETURN — — — — — ® 12XI2 11 I SECURE STRAP TO CONG. CONDENSER AIR SUPPLY y SUCTION AND LIQUID REFRIGERANT LINES BATHTHRU 14X6 11 C W/ (2)-3/I6'X2' TAPCONS UNIT SIMPSON WB ROLL STRAPy --EXTERIOR X01 ---- — ---— — — — — — — — — -----r 0 OR EQUAL AIR HANDLER— WALL 50 _ y 3/4' PVC CONDENSATE DRAIN LINEZill) ® I I I I 1 .x' '� �. KITCHEN SECURE STRAP TO UNIT W/ (2) EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB $` 4' CONCRETE SLAB 4WI 1/4' SHT. MTL. SCREWS T REFRIGERANT LINES TO — CONDENSER UNIT PLATFORM RETURN CONDENSING UNIT WH TRAP DRAIN LINE AND TERMINATE CONNECTION TO PAD INAN APROVED DRAIN, PER FBCR TTH EDITION (2020)) NOTE: MAIN COND. DRAIN 3/4' DIA MECHANICAL BLDG. CODE SECTION 3012.4 OVER HEAD 12' FROM STRUCTURE HVAC DRAINS SX I -� S' S/A III �� FROM ( ABOVE � `-e 1LLEX I SCORATED FIN. FLOOR FL P BRONZE PL. OR WALL COUNTERSUNK FOYER C.O. PLUG b' III SEE SPEC. io GARAGE --- BRASS PLUG I'-S'XS' CONC. — — FIN. FITTING OR EXTENSION TO OR PAVING PORCH SOIL OR WASTE AS REQUIRED FITTING OR lEll WADE 8240 K JOSAM 56000 EXTENSION TO SOIL WASTE AS — — — — — — — — — — — — — — — — — — — — INSIDE SERIES TOP REQUIRED RE CAULK CBRASS FLOOR SLAB CLEAN -OUT (TYPN ) NEXT. GROUND CLEAN -OUT (TYP.) N FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 • 1'-& OCT 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 ausDm ag LOT ABBOTT PARK LOT #4 BLK #12 PHASE #4C PROJECT# 04181.04C-04121 MODEIa 4EHB "2605-HAYDEN" GARAGE ISWRNG: LEFT PAGE: FIRST FLOOR MECHANICAL PLAN 160 MPH EXP. C L------------------------J SECOND FLOOR MECHANICAL PLAN 3CALE, 1/4 • P-®• 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-7746078 FAX: 407-774.4078 www.abdesigngroup.com L AA S: 0003326 m s� o 14 aU13D>zv Se LOT ABBOTT PARK LOT #4 BLK #12 PHASE #4C PROJECT# 04181.04C-04121 HODEU 4EHB "2605-HAYDEN" GARAGE 8WING: LEFT PAGE: SECOND FLOOR MECHANICAL PLAN 160 MPH EXP. C rpluNTDM 10/28/21 SCALE: 1 /4"=1'— 0" SHEET M2 2X4 TOP PLATE PLAN COMM BEAD PRE -FAD TRJBS vW 7NiaG ]GOAT IR' CLG. BOARD �� APPL enmYG7uRx OR alp DIRIECTLY TO RRn�aRCErlrTr MAlGRY 7:6 P.T. YD STUDS IN "gym FM � PARTITIONS SUPPORTING FRODYG7 AFFRovAL RdO. 1/2' DRYWALL WALL HUNG PLUMBING eAuxwoMAL WALBACKININ OW ANT 4 FIXTURES AND WALL snap 1441 N. RONALD L7REAGAN LwCABINETS SHALL BE NOT DO NOT GUT �� MM ON A" LESS THAN 2x4, WHERE Doo r~j SPADED NOT MORE aALv s> mSECURE 6T. ZXa WOOD DDND DRAM NOT GUT `/-y °�r.'x- so. �im¢D m PLATE TO SLAB STUDS *24' THAN 16' O.G. OR NOT SOLID GROUT THE BOND WWZD BAN WOOD JAMB PER W/ Imd MASONRY OO LESS THAN 2x6, UN IERE (2) COURSE - REBARSAPPROVAL Rea KRT�K T� r n DYnaws°O� FRooucT V• NAIL • 32. O.C. SPACED NOT MORE -- i,Y MAL . ro MAX THAN 24' O.C. ` TRACK BRAOCRTe 1eO°1" �ALTRIC SLAD m•-m' A PIPE THROUGH BOND BEAM FIN. FLR °CALL` 26 GAS LINE THRU BLACK 3 GARAGE DOOR JAMBS D •�''"'�' D1 ��TYP. INT. WALL (NON—BRIG.) I I/2'•I'-0' D1 SCALE: 3/4'•I'-m' FIBERGLASS SHINGLES FIBERGLASS SHINGLES 2X4 SIFF 24' O.C. MAX. WITH UNDERLAYMENT WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR 9m5.1.1. FIBERGLASS SHINGLES AS PER FBCR WSJ 1. • EA END ROOF SHEATHING WITH UNDERLAYMENT ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER SHEET —1 o a s� Jil_LL y C A j FIBERGLASS SHINGLES THICKNESS AS PER H UNDERLAYMENT AS PER FBGR 9m5.1.1. SHEET SNI SECURED PER PER STRUCTURAL DETAILS WIT AS PER FDCR 9mS.I.L ROOF SHEATHING SECURED PER FASTENER SCHEDULE ROOF SHEATHING THICKNESS AS PER FASTENER SCHEDULE THICKNESS AS PER SHEET SDI. SECURED PER STIFFBACK AT ALL UPRIGHTS SHEET SNI. SECURED S/8' GYPSUM BOARD FASTENER SCHEDULE PER STRUCTURAL DETAILS PER FASTENER MTL. DRIP EDGE MTL. DRIP EDGE SCHEDULE SR EN HIGH a �-ENG UA. TRUSS 1. 2x FASCIA PER Rial: STRENGTH CLG. 2x FASCIA PER MAX Ax. BOARD ELEVATIONS o ELEVATIONSSTRUCTURAL VENTED SOFFITPER ELEVATION VENTED SOFFIT SEE ENERGY CODE FORMS Ft71! WALL SHEATHING GONT. 2x RAT RAJ SECURED PER PRE-�TRJ9S INSULATION R-VALUES PRE- 'TRUSS THIOQJESS AS PER STRUCTURAL DETAILS WALL SHEATHING REFERENCE STRUCTURAL SEE ENERGY CODE PORMS FOR a SHEET SNI. SECURE PER THICKNESS AS PER ��qq MTL. DRIP EDGE FASTENER SCHEDULE INSULATION ELEVATION SHEET SNI. SECURE PER if MTL. DRIP EDGE PER ELEVATION PER ELEVATION I -0 2x FASCIA PER PER FASCIA ON SHEET SNI FASTENER SCHEDULE TYp 2x ON SHEET SNI. ELEVATIONS O,H• ELEVATIONS PRE -END. GABLE TRUSS 5/8' GYPSUM BOARD OR 1/2' VENTED SOFFIT R-4.I INSULATION VENTED SOFFIT WEEP SCREED HIGH STRENGTH CLG. BOARD PRE_ENG, GABLE TRUSS WINDOW ATTACI-IMENT WEEP SCREED AS PER MANUFACTURES 2x P.T. SECURED PER SPECIFICATIONS STRUCTURAL DETAILS 2x P.T.SECURED PER R-4.1 INSULATION STRIIGTURAL DETAILS REFERENCE WINDOW ATTACHMENT AS PER STTO,ICTURAL MANUFACTURES SPECIFICATIONS ERENGE Ix2 P.T. FURRING STRUCTURAL STRIPS • 24' O.C. I/!' THICK, 2 COAT PORTLAND ix2 P.T. FURRING 8' CMU CEMENT PLASTER APPLIED STRIPS a •� 1/2' THICK, 2 GOAT PORTLAND DIRECTLY TO MASONRYCEMENT 1/2' THICK, 2 COAT , CMU CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1/2' GYP. WL. BD. WOOD BASE ASTE APPLIED WOOD BASE \\\\ DIRECTLY TO MASONRY m'-0' FIN. FLR — _ — 0'-m' FIN. FLR m'-m' FIN. FLR — m'-m' FIN. FLR ° 8, cm ° ROOF SHEATHING THICKNESS IS m ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-I6 IN ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBGR 2020 ACCORDANCE WITH FBGR 2020 4 1TH EDITION, SECTION R301.13 4' 1TH EDITION, SECTION R301.13 AND 160SZ 1. AND 16055.1. W/ WINDOW OPENING n TYP. WALL SECTION n W/ WINDOW OPENING TYp. WALL SECTION ti " " NO OPENING NO OPENING NOTE: NOTE: METHOD TO BE USED FOR THE METHOD TO BE USED FOR THE SuBDIV, de LOT: ABBOTT PARK LOT #4 BLK #12 PHASE #4C PROJECT* 04181.04C-04121 MODEL: 4EHB "2605- HAYDEN" GARAGE DWING: LEFT PAGE: DETAILS 160 MPH EXP. C 5 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF 1"6�1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE: 3/4''1'-0' UNDERLAYMENT IN ACCORDANCE SCALE. 3/4'-1'-m' UNDERLAYMENT IN ACCORDANCE ` WITH FBCR 905.1.1.1 OF THE FBCR D1 WITH FBGR W5.1.1.1 OF THE FBGR 2020 1TH EDITION IS 04 WHICH USES 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 (2) TWO LAYERS OF ASTM 0226 nQ TYPE II OR ASTM D4869 TYPE III TYPE II OR ASTM D486S TYPE III L OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. A 23 D DATE: 10/26/21 SCALE: 1/4"=1'-0" SHEET 11 D1 • FIBERGLASS SHINGLES FICIERGLASS SHINGLES WITH UNDERLAYMENT WITH LINOERLAYMENT AS PER POOR 9rD5.l.l. AS PER FECR 9275.1.1. ROOF SHEATHING ROOF SHEATHING THICKNESS AS PER THICKNESS AS PER SHEET SNI. SECURED SHEET SNI. SECURED 1441 N. RONALD REAGAN BLVD. PER FASTENER PER FASTENER LONGWOOD, FL 32750 SCHEDULE SCHEDULE PH: 407-774-6078 FAX: 407-774-4078 PRE-ENG WD.'AAAWYM4_ R PRE-ENG WD. TIHI ER www.abdesigngroup.com 24' O.C. MAX. TELEVATION 24MAX IfIELEVATION AA#:0003325 METAL DRIP EDGE METAL DRIP EDGE GATT INSULATION MATT INSULATION 2x FASCIA PER REFER TO ENERGY REFER TO ENERGY ELEVATIONS CALCS FOR VALUES 2x FASCIA PER CALCS FOR VALUES VENTED O.H. S/S' GYPSUM MOARD ELEVATIONS 1 -0 O.H. 9/S' GYPSUM HOARD SOFFIT TYP. OR 1/2' HIGH STRENGTH TYP. OR 1/2' HIGH STRENGTH CLG. HOARD VENTED CLG. HOARD REFERENCE I Ix2 FIRE -STOP SOFFIT Ix2 FIRE -STOP STRUCTURAL -4.1 INSUL. REFERENCE STRUCTURAL R-4.1INSUL. a w w W WINDOW ATTACHMENT w AS PER Q MANUFACTURES SPECIFICATIONS � G N s� a 9 y —REFERENCE 3/4' T / G SUBFLOOR STRUCTURAL: - a GLUED AND NAILED 3/4' T 1 G SUMFLOOR AS PER NAILING 1/2' THICK,2 COAT GLUED AND NAILED 1/2'• THICK, 2 COAT s SCHEDULE E PORTLAND CEMENT AS PER NAILING1/2' CEMENT PLASTER APPLIED w SCHEDULE PLASTER APPLIED to DIRECTLY TO w DIRECTLY TO w W MASONRY m MASONRY w M IX4 FIRE -STOP LEVATI IX2 FIRE -STOP LEVATION O x SEE STRUCTURAL SEE STRUCTURAL ROLEER Irg' LEVAT ON 5/8' GYPSUM BOARD 5/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. OR 1/2' HIGH STRENGTH BOARD CLG.50ARD IX2 FIRE -STOP LEVATION DC2 FIRE -STOP R-4.1 INSUL,IK R-4.1 MSUL. W W WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS FERENCE STRUCTURAL In' THICK 2 COAT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED Ix2 P.T. FURRING PORTLAND CEMENT PLASTER APPLIED Ix2 P.T. FURRING DIRECTLY TO STRIPS • 24' O.C. DIREC STRIPS • 24' O.C. MASONRY g• CMU MAA�RYY S' cm 1/2' GYP. WL. BD. 1/2' GYP. WL. MD. SUDDIV. Se LOT: ABBOTT PARK LOT #4 BLK #12 PHASE #4C PROJECT# 04181.04C-04121 MODZU 4EHB "2605-HAYDEN" GARAGE STIIINO: LEFT PAGE: DETAILS 160 MPH EXP. C WOOD EASE IX2 FIRE -STOP WOOD BASE DU FIRE -STOP a v E NE � 4: or OF AR NO 93723 n W/ WINDOW OPENING WITHOUT WINDOW OPENING PtI [HIc= AAT�E: 10/26/21 2—STORY FIRST FLOOR BLOCK OAL.E:1/4"=1'-0~ SECOND FLOOR BLOCK SCALE, 3/4'.I'-0' D 2 TOP, 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (1) VJ' X S' J-DOLT W/ 4' MIN. EMBEDMENT W/ 2' X 2' X LAW WASHER 4 NUT OR W/ (2) V2' X S• ANCHOR DOLTS W/ 4' MR EMBEDMENT W/ 2' X 2' X 1/S' WASHER !NUT © SECURE 2" TO MILK UY 1/4' TAPCONS o IN 1 1/2 EMBED, 8. Or- 4- END DIST, I V2' EDGE DIST. IE SIDE& R 2X6 GARAGE DOOR MIUCK SECURED W/ (5) LIV X S• J-BOLT OR ANCHOR BOLTS, UV 4' MIN EMBEDMENT, W/ 2- X 2' X IM' WASHER ! NUT. (1)WITHIN S' OF TOP, (1) UT14N S' OF THE BTM, O (3)EVENLY SPACED. 0 � NOTES, ALL ANCHORS SHALL BE IN ACCORDANCE TO MANFACTUIER'6 INSTALLATION INSTRUCTIONS WHERE Al WATWiICTlem A� MOTWE ATWWIY"B!T GARAGE DOOR BUCK ATTACHMENT 3 wAu, ww. I'X4 P.T.NA 8' CMWI VZ' DRYWALL ❑ ' DOOR DOOR IX4 P.T. OR 5/4'X4' MM. SECURE THRJ FRAME ! LU NOTE, SHIM AS NEEDED TO PMB JAMS (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3/4" OR +5/4" 11IN 1I TO BLOCK +3/4" OR +5/4" 2X4, l0 SECURE TO BLOCK W/ 3/16' TAPCON6 (MIN. SHANK 81ZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 V4') WITHIN S' OF EACH END 4 W OC. MAX SPACING. 2X6, SECURE TO BLOCK WV(2) 33/16' TAPCONS (MIN. SHANK SIZE J45 MR MEAD SIZE 340 MIL EMBEDMENT 1 1/4') S. C`I! WITHIN 8. OF EACH END 4 W OZ. MAX SPACING. VJ' DRYWALL 2X& 1=1 SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAPCONB DOOR CASING MIN SHANK SIZE J45 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 ID' OC. MAX DOIN OR JAMB OR WINDOW ATTA04 TO 2X PER MANUFACTURES, DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +1 1/2" n11IND01I TO BLOCK +1 1/2" 2X4, NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +1 1/2" n11IND01I TO BLOCK +1 1/2" 2X4, SECURE TO BLOCK W/ 3/I6' TAPCONS MR SHANK SIZE J48 MR HEAD SIZE 300 MIN EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 16' OC. MAX SPACING. 2X6, SECURE TO BLOCK WK2) 3A6' TAPCONS (MIN. BNANC 612E Wb MRL HEAD 812E --so MR VIDEOMENT 1 V4') WITHIN 8' OF EACH END 6' cm! 18' OC. MAX SPACING. IA' DRYWALL 2XS, ® ❑ SECURE TO BLOCK I'X4' W/(2) 3AZ TAPCONS P.T. NAILER (MIN. SHANK SIZE J4D 1/I6' OAA X 4'MR MIN. HEAD 612E JOO MIL EMBEDMENT 1 V4') DOOR CASING WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. DOOR JAMD OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1,14') DOOR JAMB TO BLOCK +1 15/16" n DOII TO BLOCK +1 15/18" 2X4, ME SECURE TO BLOCK WV 3/16' TAPCONB (MIN. 6HA)4K SIZE J45 MR HEAD SIZE 300 MIN. EMBEDMENT I V49 WITHIN 8' OF EACH END 4 w O.C. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2)(6, ® ON 006I0E 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL W/(2) 3/16' TAPCONS 346' TAPCON MIN. 1-1/4' (MR SHANK SIZE .HIS EMBEDMENT INTO BLOCK MIN HEAD SIZE J00 MIN EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 6' CMJ 4 W OC. MAX SPACING. 1/2' DRYWALL 2X61 1=1 ❑ 1'X4' SECURE TO BLOCK WK2) 3/16' TAPCON6 P.T. NAILER MIN. SHANK SIZE J45 DOOR CASING MIN HEAD 612E 300 MIN. EMBEDMENT 11149 WITHIN 6' OF EACH END 4 W OC, MAX SPACING. 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 +2 1/4" r11P[ND01P TO BLOCK +2 1 /4" 2X4, WE SECURE TO BLOCK W/3AV TAPCONS (MIK am" SIZE J46 MIN. HEAD SIZE 300 MIN. EMBEDMENT 11/4') WITHIN S' OF EACH END 4 W OC. MAX SPACING. 2X6, SECURE To BLOCK W/(2) 3/16' TAPCONS (MIN. SHANK SIZE J46 MIN. HEAD SIZE JIM MIN. EMBEDMENT 1 1/49 WITHIN S' OF EACH END S' cm4 K' OC. MAX 6PACw- 1/2' DRYWALL 2XIL❑ cmVX4 WC SECURE i0 BLOCK WK2) 9/I6' TAPCONS P.T. NAILER (MIN. SHANK SIZE J45 DOOR CASING MIL HEAD SIZE 300 MR EMBEDMENT i V4') WITHIN S' OF EACH END ! IS' OC. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" Owr wl T'n T2rnrlc� 2X4, WO SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. 514AM SIZE .145 MIN. HEAD SIZE 300 MIN EMBEDMENT 1 V4') UITHM 8' OF EACH END 4 W'Oa MAX 6PACW- NOTE, STRUCTURAL 2X MST BE 2X6, ® ON OUTSIDE 4 SEGUED SECURE TO BLOCK THROUGH NON-STRUCTURAL. WK2) 3/16' TAPCON6 3/16' TAPCON MIN 1-1/4, (MIN. SHARK SIZE J45 EMBEOMENT INTO BLOCK MIN HEAD SIZE 3" MIN EMBEDMENT 1 1,149 WITHIN 8' OF EACH END S, cm 4 W Or -MAX SPACING. - N' DRYWALL 2X& = 1'X4' SECURE TO BLOCK u P.T. NAILER WK2) 3/16' TAPCONS CA6MG (MN. SHANK SIZE .148 DOOR MR HEAD SIZE ME) MIK EMBEDMENT 1 1/4') 2ND 2X SECURE TO STRUCTURAL WITHIN S' OF EACH END MEMBER W(2)Ud WITHIN 6' 4 w OC. MAX OF EACH END 4 6' TO 6' OC. MAX BPACW- DOG! JAMB OR WINDOW ATTACH TO 2X PER NOTE, 6HIM A8 NEEDED TO PLUMB MANUFACTURES DETAILS. JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3" r'�EINDnw Tn atnex +g" 2X4, ME SECURE TO BLOCK W/ 1/4' TAPCONS (MIN. SHANK SIZE J48 MIN. HEAD SIZE 300 MR EMBEDMENT 1 1/4') WITHIN e' OF EACH END 4 W O.C. MAX SPACING. 2X6, 60CURE TO BLOCK WK2) V4' TAPCONS MIN. SHANK SIZE .148 MIN HEAD SIZE J00 MIL EMBEDMENT I V4./ WITHIN 8' OF EACH END 4 O' OC. MAX 6PACMfi. 2XB, 6ECWE TO BLOCK WK2) 1/4' TAPO" (MIN. 614AW SIZE J45 MR HEAD SIZE 300 MIN. EMBEDMENT I V4.) WITHIN S' OF EACH END 4 W O.C. MAX SPACING 6' cm ❑ V2' DRYWALL 1'X4' P.T. NAILER 1A6' OAD. X 4' MIK DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 7/16" 11BVDOO TO BLOCK +3 7/18" 2X4, ME SECURE TO BLOCK W/ V4' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE JIM MIN. EMBEDMENT I V49 WITHIN S' OF EACH END 4 Is, OC. MAX 6PACRIG. 2X6, 6ECLM TO BLOCK WK2) V4' TAPCONB (MIN. SHANK SIZE JO MIL HEAD SIZE 300 MIN EMBEDMENT 1 114') WITHIN 6' OF EACH END 4 O' OC. MAX SPACING. 2X& 12® SECURE TO BLOCK WK2) 1/4' TAPCONS MIN. SWAM SIZE J45 MIN HEAD GIZE JIM MIN EMBEDMENT 1 1/49 WITHIN S' OF EACH END 4 W O.C. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL. 3A6' TAPGCN MIN. 1.1/4' EMBEDMENT INTO BLOCK LJ` 6' cm 1,7 DRYWALL 1ht4' P.T. NAILER I' P.T. IL�J1� DOOR CA6MG DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1,149 DOOR JAMB TO BLOCK +3 3/4" r'11PII,iD01/ TO BLOCK +3 3/4" n 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774 4078 www.abdeslgngroup.rom AA #: 0003325 o r�r Ra R a G -�j SUBDM de LOT: ABBOTT PARK LOT #4 BLK #12 PHASE #4C PROJECT/ 04181.04C-04121 MODET.A 4EHB "2605-HAYDEN" GARAGE SKIING: LEFT PAGE: DETAILS 160 MPH EXP. C nA E+ 10/26/21 SCALE: 1/4"=1'-0" SHEET D3 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION V RECODE SIGN EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/8/2023 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 23872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 10456.10 SIMPSON STRUT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/8/2023 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 30446.5 SIMPSON S7RUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/8/2023 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS Z020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 22/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON SMUTT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MIWINDOWS&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 12/31/2021 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 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 239S5.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EKT. DOOR w/SIDELTTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 20461.9 THERMA-TRU EXT. DOORS SWINGING single llte EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 10/4/2025 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/Z023 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 30310.1 IKO SHINGLES 30YEAR 2020 FBCR 12/31/2024 3SB.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 1S272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM WWW.FLORIDABUILDING.ORG CONTROL DATE: 08/16/2021 OCT 144i N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003326 d k Ci O S U BDIV. & to ABBOTT PARK LOT #4 BLK #12 PHASE #4C PROJECT#/ 04181.04C-04121 U0DET- 4EHB "2605-HAYDEN" GARAGE SKIING: LEFT PAGE: PRODUCT APPROVAL LISTING 1.160 MPH EXP. C D TE 10/28/21 SCALE: 1/4"=1'-0" SHEET D4 OLIOLDN" --- OHOLD-. R.A L COWAN . rr. e x OMAN.R.c . TT OLIOI.D WMILD.rf.A FOLD Af ® L Iq.D NIIAIO . R. A 7. GOM! . PT. S x CISAN • Pr. c FOLD R.c OYLn IK. TLL rT.O wwwo sonon RAHM Qp M-MME T-. �. NAI-IOLD. Q2 tmCo. .ri � I FLAMMTALl OMM O ILMWq 4T OOROI'I O n0O' uwu lRllYICTIOM ® KIC KO UT DETAIL on WOOD SHEATHINCs OR CMU WR5 LAYER "I, STUCCO WRAP (FRAME ONLY) j' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/1' 1 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 t TAPE OVER ROOF/WALL SCREED Z 5'X5' 'L' TYPE CONTINUOUS Z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER *2 (FORTIFIBER — — — - — - — - — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R103.11 / ASTM C-a4i-14a, MIN. 2.5 L58. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 A s� 04 rstwmv. a. re I ABBOTT PARK LOT #4 BLK #12 PHASE #4C PROJECT# 04181.04C-04121 1LODZX • 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 0 DATE 10/26/21 aCALE: 1/4"=1'-0" a*== WA.1 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/I(o' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - — — — - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTI"I C-641-14a, MIN. 2B LBS. PER 90. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFICATION5) FINISH Co' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANLIR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT O TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' _ , F PIPE THROUGH / WALL 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' %AVENT PENETRATION SCALE: N.T.S. ELEC. METEf VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT WBACK- 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 -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT IT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER •I, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW THAT— CRANE _ BOX, FACE EDGE CUT SUCH NO MEM ENTERS APPLY TO WOOD %-EATHING LAYER'(, STUCCO WRAP LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH WOOD CONSTRUCTION .Y�PMISH • I)OODD FASTEN TO WOOD 6TI®1CTURAL MENDER • l' O.G. MAX 8' Ch1U x',si wrRID WALL W WIDE STRIP SELF ADHESIVE PLASFIMG, CLEAN MASONRY DEFCM APPLYM6 V FINISH • MASONRY �B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) STEP #1 APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP #3 8' WRB LAYER "I, STUCCO WRAP WRB LAYER h, STUCCO WRAP APPLY MIN GRADE 'D' FELT ' ® MEMBRANE FLASHING MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP U. LAYER 02, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP *5 STEP #(o OELECTRICAL RECEPTACLE V 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003326 C s� a A � a 8V8DIV. Ae LOT: ABBOTT PARK LOT #4 BLK #12 PHASE #4C PROJECT* 04181.04C-04121 MODE1. 4EHEI "2605-HAYDEN" GARAGE 811ING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C D TEE: 10/26/21 SCALE: 1 /4" =1'-0" SHEET WA2 LEGEND DRAINAGE PLANE (WRB LAYER 1*1, STUCCO WRAP) WRB LAYER'"2 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/1(o' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - - - - - k 2 1/2' CORNER BEAD (FASTENER t SPACING ® -1' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R�CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 A y o s� m Jill x aUDDIV. & LOT: ABBOTT PARK LOT #4 BLK #12 PHASE #4C PROJZOCT# 04181.04C-04121 MODEIe 4EHB "2605- HAYDEN" GAPULGE 9VfWG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C In RINTATE: 10/26/ 21 CALE: 1/4"=1'-0" dd HETH ET�T T A 3 WOOD BEYOND�67RUOTION WOOD 8FEATWM6 BIER �eisnVE �\ BIER FE61STIVE x TYi LLAP 610M6 / i I / \ 6. 6ELFdbAPHERNS 6'REVEAL FLASHM6 FERMG s `\ ; D ER FE616TIVE 6TARTER STRIP / \\ �\ URATHIR P6816TIVE BAJRMI \ \ \ y 6PLASbLF— NERMO \ — MM D 6ALV'D PETAL 7' RA6NMG rL IN'Z' RLA64161f ug 6y' SPIL'ATEER CCA2 Y \q}g / IUIY�OxD�Il FBI MEMMEER ASINQ I \ � / OR AAF"FlOV D WAKW.LANT � aTurrn GAaM6 SIDING TO STUCCO ® BLOCK TO FRAME 19 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14e, MIN. 2.5 LBS. PER 80. 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 1 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAK 407-774AOIS wwwAbdeslgngioup.eom AA #: 0003325 C Ci SVHDIV. ae LOT ABBOTT PARK LOT #4 BILK #12 PHASE #4C PROJECT# 04181.04C-04121 MODELc 4EHB "2605-HAYDEN" GARAGE 8TrWG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 29 77 DAAT�E: 10/28/21 SOAL.E: 1/4"=1'-0" SHEET WA4 VALLEY CENTERLINE 33' W GE VALLEY FlASHING HO FASTNERS WTNN S OR NERVIER FELT 8'OF CENTERLINE AVALABLE� DY UNIM ASPHALT SATURATED FELT SMNOLECOURSESIAIDOVER 4', T AND 1V CARE SHOULD SE TAKEN IN KEEPING THE VENT PROPERLY ALIGNED, VENT PIPE 18 SEALED IF UTILIZED. NAIL IN PLACE UPPER PORTION OF FLANGE TRA FASTNERS IN SHONNIN4'GALVANIZED. USINGI.iM'NAILSATEACHOORNER.ROOFINGCEMENT PIPE UNDERLAYMENT II END OF SHINGLE SHOULD SE APPLIED TO ALL SHINGLE EDGES NEAR THE NEOPRENE BOOT NEOPRENE BOOT NO END SHINGLE ��T1Q�TEN U 0MVoT DOOSENECK VENT OPENING IN THE ROOF OUTER EDGE AND AROUND THE ENTIRE PERIL1ElER A9 RECOMMENDED IN SEVERE WEATHER COASTAL ASPHALT I � ATLEAST I2'BEYOiJO VALLEY CENTERLINE SHEATHING. SIZE THE OPENING IN ACCORDANCE MATH THE CONSTRUCTION ZONES, ROOFINGCEMENT CHART SHOWN. IN THE EVENTA MECHANICAL VENTFAN IS USED, SIZE THE VENT OPENING IN ACCORDANCE WTH i 1' CLIPPED CFF VENT FAN MANUFACNRE'S PIPING CONNECTION CORNER AT 0 DEGREES INSTRUCTIONS. S OR RAFTERS VA1EN CUTTNO THE T � i � OPENNGCIN THE ROOF. INTERFERING SHINGLE hE I r ` ` � _ ENT AT FLAOPET THAT THE NAILING TO THE THAT THEKNEW. FLANGE OF THE VENT LAVS FLAT TO THE HOOF SHEATHING. SLIDE OF THE 1 THE TOP AND SIDE FLANGES OF THE VENT UP AND UNDER ASPHALT PLASTC CEMENT MOLDED AROUNDFVSE OF SHINGLES. ALLOWTHE BOTTOM VENT FLANGES TO LAY ON PIPE AND OVER FLANGE THE TOP OF THE SHINGLES. ROOF HOOD VENT DETAIL TRIMMED BROM SCN-EI FH VALVALIEV CENTERLHE CUT HOUSEU"AP AT 4S- ANSLE 6 MODIFIED 11, CUT N HOIJOM~ LINE OF WHOM OPSHM \ \ APPROVED HOUNURAP OVER SHEATH W OVER - UV STUD WALL STEP 1 INSTALL i'- WLF-ADHERING FLA6NMp OVER NA)LNG PLAWGE AT JABS FLEXIBLE PL/bNNG DO NOT SEAL BOTTOM PIN STEP 6 TEMPO FOLDA HOLISSu TUCK F Al HEA POLD N AT SLOM FLASHING (WITH END DAMS)NAL FLANGE I W-LF-A EELS -ADHERING PLASHING I• MN BEYOND JAMB RAINING INSTAL L VINYL DRIP CAP ALIGN PLASHING TW INT. EDGE OF OF SILL R.O. MECFMNIGALLY FASRN FAKED EDOM (CAP NAILS, STAPLES) INSTALL OUP'CNT FLE:BRAP AS TH FL464NO AT THE POLO HOUBBWEAP DOIN I TAPE DIAGONAL CUT I ACMD" HEAD or WIOD� MIN PLUMBING VENT DETAILS NSTALL W WIDS ADHESIVE - BACKED FLEXIBLE FLASHING MATERIAL OVER DRIP CAP JOINT fPROTECTO•WRAP BTaOxI a ETJWV) STEP 7 STEP 8 WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS ROOF VALLEY DETAIL SCALE, INITS APPLY 081 H2U (O EOJAL) SEALANT . IRIDOWcMU JOINT. FLUID APPLIED F.ASHIM (LANCO WHITE -SEAL RC -SS OR EODAL). SLOPE SILL TO EX LL TIT 18 THE CONTACTORS RESPON/IEILTY TO VERIFY THE COlA"MLRY OF ALL PRODUCTS INCLUDING HOU81S RAP! SEALANTS 4 SELF-ADHlD%M PLASHING MATERIALS USED DURING CONSTRUCTION 2. INSTALL ALL MATERIALS PER MAROACPAWM WRITTEN SPECFICATICI S WAISNIN&. SEALANTS MAY REACT ADVERSELY P NOT. COMPATIBLE. NCITE, LEAN AND SEAL JAMS TO SILL JONTS WITH DOW It" FOLLOWING COMPLETION OF EXTERIOR RETROFIT WOW REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WNDOWS WITH EVIOENCE OF WATER INTRIJSION BELOW THE WINDOW OPENING �'JSE-TERIOR PERIMETER OF WINDOW WITH SEALANT NpTF. L IT B THE CONTACTORS RESPO OULTY TO VERtT• THE CGTTATIBILITY OF ALL PRODUCTS INCLUDING SEALANTS / SIMP-ADHERStl PLASNING MATERIALS USED DUPING CONSTRUCTION 2. FLASHING AT EXTERIOR WlDOWN, AND DOOR OPBNENGO SMALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS AND APPROVED METHOD U OF FBC RTOSA 1.1 N ACCORDANCE WITH PENESTRATION MA PACTURERS NSTALLATON AND PLASHING MTRJCTION/, MAW& SBALANT6 MAY REACT ADVERSELY A NOT WALL FLASHING INSTALLATION DETAIL (MASONRY) SGN INTO 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-774-W78 FAX 407.774.4078 www.abdesigngroup.com AA 8: 0003325 s� y JsysDIV. & LOT ABBOTT PARK LOT #4 BLK #12 PHASE #4C PROJECT#) 04181.04C-04121 MODELS 4EHB N2605-HAYDEN" GARAGE AWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C \ 2x6 SUB-BANb W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK DRIP EDGE 1�\ i` -1/8' TEXTURED I FINISH 6 WOOD 1 1/2' TEXTURED FINISH B CMU METAL FASCIA \� WRAP Ya" FROM STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) \� \\\ NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY I ®ELEVATION ®i=Ll4N A .'' 1/8' TEXTURED FINISH • WOOD, 00 1/2' TEXTURED FINISH • CMU METAL LATH METAL FASCIA WRAP .�. WOOD SHEATHING OR Cm WRB LAYER "I, STUCCO WRAP (FRAME ONLY) — WRB LAYER 12, FORTIFISER BUILDING PAPER - ------ (FRAME ONLY) 2X6 SUD BAND rtl� ROOFING CEMENT DRIP EDGE OPLAN 5- METAL KICK OUT -ROOF KICK OUT REMOVED \` FOR CLARITY \ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL VNOT INTO STUCCO) �— i'I/8' TEXTURED FINISH ,s WOOD, 1/2' TEXTURED FINISH ® CMU '--! 2x6 SUB -BAND W/I'x4' NOTCH im END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/I4'x4' NOTCH o END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL 0 WALL SUB BAND DETAIL (9) WALL W/KICK—OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA{ 'x4' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND Wll�'x4' NOTCH o END, WRAPPED IN PEEL 4 STICK ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1 N. RONALD REAGAN 81 LONGWOOD, FL 32760 PH: 407-774-6078 FAX; 407-774.4078 www.abdesigngroup.com AA #: 0003325 J o 64 a i [PROJMCT# tmDm Z w ABBOTT PARK LOT #4 BLK #12 PHASE #4C 04181.04C-04121 UODZI: 4EHB "2605— HAYDEN" GARAGE OWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C ME DwTE 10/28/21 SCALE: 1/4"=1'-0" SEME�TT ^ /� VV A6 39'-8" 27'-10" TE- 4" CONC. SLAB 0'-0" TOP OF I a F 3,.6„ SLAB 28,_2„ O w M N (--4 ---'N 11 ----'— —FM-16x,8 ---------, I 1 I I 1.1 I i i 1.7 4" PVC CHASE ti II tD 0-0" E x m TOP OF ILL II n SLAB 4 c LLI I i II T-5" 20' S" 9 i1.1 CW-12x12 n 1.1 I o F-2 x24 Ma — I I— _ CWC-12x12 — _ 211z Q iiN I N UP TO 2ND FLOOR 0 (FIELD VERIFY I -ii� , EXACT LOCATION) 8 iiw 5 1.1 �" 3'-0" u N x 1A 1 W ;� I p I m #3 TRANSFER STEEL y za" O.C. MAx 2 YiA � SIM I I I� 17 11 c �' 0'-0" FIN. ELEV. FIN. CONC, SLAB � 1 FMG 16x18 L — — FM-18x18 — — _ — J n 3 1/2" q 4" CONC. @ uj m `K o SLAB _ — FM-12x,8 O aI J — — — LL — J 4 'L7 4 — 21'-8" 18'-0" FOUNDATION PLAN SCALE: 1/4" = 1'-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 OTHERW SE. 4. REFERENCE ELEVATION+44", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT SHOULD BE IN ACCORDANCE WTH 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 DRAW NGS AND WTH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 1113INDICATES #5 BAR, OINDICATES #6 BAR,WNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WTH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 -36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWSE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWSE 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 WTH TMS 4021602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WTH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED 3'-O" O/C MAX. SEE PLAN FOR WNM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS I REINF. REMARKS W1.41W1.4 OVER GENERAL 3 117 16,11 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 FMA208 17' CONTINUOUS 18' - (2)#5's FM-16x20 16, CONTINUOUS 20' - FM-20x20 20" CONTINUOUS 20' FMC-16x20 16' CONTINUOUS 20' - ( 's - VARIES CW-12x12 17 SEE PLAN 1T CWC-12x12 17' SEE PLAN 7z - ( 's - VARIES F-24x24 24" 24" 17' s s (+)(t"-0' TE-1 8" SEE PLAN 8" - () 's d N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774.6078 FAX 407-774.4078 www.abdesigngroup.com AA #: 0003325 N h s� C >lvBDIV. Be LAT ABBOTT PARK LOT #4 BLK #12 PHASE #4C PROJECT# 04181.04C-04121 MODRU 4EHB "2605- HAYDEN" GARAGE SWING: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C a �'. 10/28/21 8CAI.E: 1/4"=1'—O" 811EET sl MIN. EACH WAY MONOLITHIC FOOTING }} STEEL REINFORCING IN GROUTED I, STEEL REINFORCING IN GROUTED ° FT CELL SEE PLAN FOR SIZE AND dd CELL SEE PLAN FOR SIZE AND v ° - a.. SPACING REQUIREMENTS a SPACING REQUIREMENTS P t GARAGE DOOR W RECESS y 8" CMU WALL n >bI�I 8' CMU WALL FM I ° 1 CORNER BARS, SAME SIZE AS LARGER BAR ono m 9' i i ° of IN FOUNDATION WITH 30" LEG EACH w o H y +- 0-0 W AV AT ALL CHANGES IN DIRECTIONS ° TOP OF SLAB - TOP OF SLAB I ,. ° SO THAT THE STEEL REINF IS CONTINUOUS Ij MATCH AMOUNT OF CONTINUOUS BARS °I CURB FOR EXT, PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (1-STORY) 18"EXT.PORCH ° SLAB (-GARAGE SEE SLAB SCHEDULE TOP OF GARAGE I 4" CHAMFER .� (� LL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE r:p, MASONRY UNITS SET AT ELEV: W/1Y2ISOLATIO8"CHAMFER (2STORY) 4OR W/ 1/2' ISOLATION • (1STORY) I 0'-0"JOINT(WHERE ZSEE #4 24" SCHEDULE #5 30 JOINT (WHERE APPLICABLE) . ° "`•"-��• 6" CHAMFER (2-STORY)APPLICABLE) 4.SEE SCHEWLEWHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING WAD, BAR SIZE 36' FOR W.0, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST ND BAR QUAN ITY 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 CORNER BARS DETAIL DOOR OPENING GARAGE SCALE:3/4"=1'-O 4 SCALE: 3/4"=1'-0" SCALE: 3/4"=l'-0" (1) #5 REBAR VERTICALLY W/ CONIC. LAP TOP PLATE A MIN. OF 48' POURED CELL AND NAIL W/ 16d COMMON S N 8"CMU NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WAIL W/PLAN 5 a 4 R024" O.C. CENTER OF I'* SLAB 2x4 OR 2,6 WOOD BEARING PROVIDE BLOCKING 2 a l WALL W/SYP No 2 STUDS SEE 5 I 1 NEW REINF. BAR PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. I S SECURED W/ 2- PART PROVIDE DBL. TOP PLATE SECURE BIT. PLATE TO 5 EPDXY. MIN. EMBED SLAB V / d MASONRY 2" CAPPED I 6', UNO NAIL 12" O/C STAGGERED. - GALVANIZED PIPE g o FOLLOW ALL MANF. ADDITIONAL METAL q• W/FLANGE 0 BASE SPECIFICATIONS FOR V. CONNECTORS NOT Zv § 4" CONC., REINF. W/ m USE AND I /-w UIRED WHEN N 6k8" #10 WWM ON 4 PREPARATION OF UPLQIFT 6PRESENTO k {I 6-MIL POLY ETHYLENE 4 4 HOLE. a SEE SLAB SCHEDULE VAPOR BARRIER ON SECURE FLANGE TO � WELL -COMPACTED SLAB W/(4) 1/4" X 21/4" O CLEAN FILL TERMITE TAPCONS at TOP OF SLAB TREATMENT SHALL BE QaQ- i 4 SORA-CARE P ° 4" CHAMFER (1STORV) i- ' �— ° ° .�q (2) CONT. #4 REBAR 6" CHAMFER (2-STORY) ° •� `.°` (2)#5 REBAR ON CHAIRS 4. • s ° EQ. EQ, SEE SCHEDULE 2,000 PSF VIRGIN SOIL OR 95% FOR WAD, BAR SIZE 12' MIN. DEPTH INTO § �' COMPACTED SOIL AND BAR QUANTITY VIRGIN OR ENGINEERED SOIL , O SLAB HEIGHT LESS THAN T-6' PER PLAN ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL BOLLARD MONOLITHIC FOUNDATION 8 6CALE-'=1'-U' (NO UPLIFT) EXTERIOR MONO DEEP C 5 6 FOOTING W/ BLOCK WALL SCALE: 3/4"=1'-0" 1 A SCALE: 3/4"=1'-0" LAP TOP PLATE 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 717- ZO OR 2A6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE STEEL REINFORCING IN GROUTED PLANS FOR SPACING. SINGLE CELL SEE PLAN FOR SIZE AND BTM. PLATE TO BE PT. SECURE BT. PLATE TO d n SPACING REQUIREMENTS 6 PROVIDE DBL TOP PLATE SLAB W/10d MASONRY NAIL 17' O/C STAGGERED. ADDITIONAL METAL J CONNECTORS NOT REQUIRED WHEN NO b 8"CMU WALL UPLIFT IS PRESENT. POURED LINTEL CONT. (TYP.) 8"CMU FILLED CELL (TYP.) TOP OF SLAB q TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING ° • TOP OF SLAB -a • 1/2' DIA. SIMPSON STB2 BOLTS 6' MINIMUM EMBEDMENT INTO W SEE SLAB SCHEDULE EXT. PORCH SLAB 4" CHAMFER II -STORY) q q " BAR SIZE 48 BAR DIA q q 18„ b GROUTED CELL, 4" FROM ENDS AND W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) #3 ° 16' O.C. VERTICALLY MAX JOINT (WHERE • •° #4 24" -- ° APPLICABLE) MATCH STEEL 30 $ REINFORCEMENT ti PER SCHEDULE #6 36 6" P CHASE THRU FOOTING SEE SCHEDULE R WAD, BAR SIZE FO THRU FOOTING #7 42" AND BAR QUANTITY MATCH STEEL SEE SCHEDULE REINFORCEMENT FOUNDATION WOOD WALL INTERIOR FRAME BRIG WALL TO FOR MD. BAR SIZE AND BAR QUANTITY PVC CHASE PER SCHEDULE (DLIN�TERIOR BLOCK WALL CONNECTION THRU FOOTING ALE:3/4"=r-0' (NO UPLIFT) 12 11 SCALE: 3l4"=1'-0" L SCALE: 3/4"=1'-0" 00 1 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407.774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA M: 0003325 Y h aTUT aDry & LOT ABBOTT PARK LOT #4 BLK #12 PHASE #4C PROJECT* 04181.04C-04121 MODELA 4EHB "2605-HAYDEN" GARAGE 8WING: LEFT PAGE: DETAILS 160 MPH EXP. C D TEE: 10/26/21 SCALE: 1/4"=1'-0" SHEET S1.1A aTUT aDry & LOT ABBOTT PARK LOT #4 BLK #12 PHASE #4C PROJECT* 04181.04C-04121 MODELA 4EHB "2605-HAYDEN" GARAGE 8WING: LEFT PAGE: DETAILS 160 MPH EXP. C D TEE: 10/26/21 SCALE: 1/4"=1'-0" SHEET S1.1A d.N.RONALD REAGAN SL LONGWOOD, FL32750 PH: 407-774.8078 FAX 407-774-4078 wwwabdosigngroup.com AA C 0003325 M o g a SLIHDIV. ds wm ABBOTT PARK LOT #4 BL.K #12 PHASE #4C PROJECT# 04181.04C-04121 HODEIt 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: FIRST FLOOR DOWEL PLAN 160 MPH EXP. C FIRST FLOOR DOWEL PLAN SCALE: 1/4" = V-O" TTOIE HORIZONTAL REBARc ORIZONTAL REBAR W! 10' HOOK GROUTED BOND BEAM VARIES PER ELEV. a i CLEAN OUT REQUIRED FOR INSPECTION 0'-0" FIN. FLR. TIE ERTICAL REBAR e e , TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. #3 1 16' a h #4 24" #5 30" #6 1., #7 42' HORIZONTALNERTICAL REINFORCING (D SCALE: 3/4"=1'A" c I NEW REINF. BAR > SECURED W/ 2- PART EPDXY. MIN. EMBED 6", UNO FOLLOW ALL MANF, SPECIFICATIONS FOR USE AND J PREPARATION OF HOLE. a STEEL REINF. OF BOND. BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3/4"=1'-0" OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA. METHOD 42 24" HORIZONTALNERTICAL #5 30" REINFORCING #6 321' 2 #7 qz° STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND S i SPACING REQUIREMENTS rc� �a m b 8" CMU WALL if. EX PORCH SLAB SEE SLAB SCHEDULE 4"CHAMFER (1STORV) BAR SIZE 48 BAR DIA. � o #3 W/ 1/Z' ISOLATION I 6" CHAMFER (2STORY) 1a. JOINT(WHERE ♦ #4 24" APPLICABLE) i MATCH STEEL #5 30" 6" PVC CHASE 5 N REINFORCEMENT PER SCHEDULE #6 36" THRU FOOTING SEE SCHEDULE FOR W%D, BAR SIZE AND BAR QUANTITY PVC CHASE (DiHfLu SCA E: 3/4"=1'-0"FOOTING #5 BARS a e• CMU UNIT DIMENSIONS � ARE NOMINALL SIZES SIZES MASONRY SYMBOLS REINFORCEMENT PER SCHEDULE NG 1 N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-774.6078 FAX 407-774.4078 www.abdosigngroup.com AA #: 0003325 Ila O Qg3 9 h 9UDDIV. & LOT ABBOTT PARK LOT #4 BLK #12 PHASE #4C PROJECT* 04181.04C-04121 MODMA 4EHB "2605-HAYDEN" GARAGE OWING: LEFT PAGE: DETAILS 160 MPH EXP. C 19 � DA 10/28/21 SCALE: 1/4"=i�—O" SHEET 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" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, MOD 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 HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 M36, .177" ° x 2 718" LONG, NTH 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 DE CRIRIPTION REMARK iO (2) 2X8 BEAM SCHEDULE OMMM 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 (fc fj) SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8xl6 (1)p6 (1)#6 N/A GROUTED SOLID BB2 MASONRY 3000 8x8 (1)iK WA GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4"= V-0" 1 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdealgngroup.com AA #: 0003325 i t r f. aUBDIV. a. LOT ABBOTT PARK LOT #4 BLK #12 PHASE #4C PROJECT* 04181.04C-04121 MODZIU 4EHB "2605- HAYDEN" GARAGE BMWO: LEFT PACE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 160 MPH E Oil C TO a mT DATE: 10/26/21 SCALE: 1/4"=1'-0" 81;EET S2 NOTES TO THE INSPECTOR/CONTRACTOR #5 CORNER BAR W/ 3W LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK 30"TYPICAL #5 BAR IN BOND BEAM CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0' OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM SINGLE BOND BEAM AT HIGHER ELEVATION SINGLE BOND BEAM AT LOWER ELEVATION #5 BAR BENT AS SHOWN 4 #5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS 3 AT CORNER STEP SCALE: 3/4"=1'-0' PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. 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 16" DEEP. F=FILLED W/ GROUT U = UNFILLED T 1/ f)DMINAL H ,OF#5'S, IN 2ND BOND EAM COURSE 16-1 T/1 �/C'B F� ppE NOMINAL-�� e HEIGHT #OF#5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX-1T/1 M/08INDICATESADOUBLE SONDBEAM #OF WE, BOTTOM AND XFXX- 1T/DMA8 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX-1T/1 M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST +31M" WINDOW A' SILL Z i SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION SCALE: 1 1/2"=1'-0" SINGLE #5 CORNER 1 BAR, 3Ox3O TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND, BEAM PROVIDE #5 BAR STEEL REINF. OF AT EACH SIDE OF ELEVATION BOND.BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM 1 SCALE: 3/4"=1'-0' BONG BEAM y 8 y TYP. 6"xl6" BOND BEAM 8x16 DEL BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/(1)#5 BARJOF BOND BEAM GROUT SOLID FROMTOP LINTEL TO TOP OF BOOF OPENING BEAM, IF FILLED LINT SEE NOTE 5 8x8 PRE -CAST CONCR LINTEL W/ (1) #5 BAR ( LENGTH OF BAR = WI MASONRY ORE"'NG-2' BEAM DESIGNATION OR n8x8 PRE -CAST CONCRLINTEL, W/O STEEL (LTO PLAN FOR LOCATITl1P . PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 13/16 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 2X6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT Zx8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 114") 6" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN, 2-12d PER ELK. EA. END EMBEDMENT OSS SHEATHING WALL 5ARCHWAY FRAMING DETAILS WOOD SECIg11 FASIBEA BFA011LB d, =2" MIN, 2 }" MAX 5=2 t'MIN, 9"MAX w� &=I}, MIN, 2}"MAX ed = }" MIN, 2 }" MAX d. =2" MIN, 2 }'MAX S=2}"MIN, 9"MAX Q2 4=1}'MIN, 2}"MAX ea=}"MIN, 2}"MAX d, =Z' MIN, 2 }' MAX S = 2 t MIN, 9" MAX 5 =1 }"MIN, 2 }" MAX ea=}" 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: d• = END DISTANCE %= SPACING BETWEEN ADJACENT FASTENERS IN A ROW 4 = SPACING BETWEEN ROWS OF FASTENERS n = EDGE DISTANCE DOUBLE STUD W/ 10d NAIL ATTACHMENT 8 SCALE: N.T.S. OCI ,1 Ni RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-0078 www.abdesigngrou p.eom AA #: 0003325 V a o G pg� 11QS�� h SVHDIV. d0 L/OT: ABBOTT PARK LOT #4 BLK #12 PHASE #4C PROJECT* 04181.04C-04121 MODELr 4EHB "2605—HAYDEN" GARAGE OWING: LEFT PAGE: DETAILS 160 MPH EXP. C "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFEEtLOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 9U8 818-0B 16.1T 1T 41T/OB 1T/OB 1T TYPE LENGTH 8l6 PLAIN 8/8 SOLID TYPE LENGTH 5/&1T 8/181T 8/201T 8/24 1T 8128 iT 8f32-IT &S-18 8.1T/1 1T11 1T/1 1T/18 -1T/1 W2T en6-Zr VM 8n4-2T 80 2r s/32 zr T-6" PRECAST 1436 962 3114 4217 5321 6426 7631 T-6" PRECAST 689 1024 Y-6" PRECAST 1609 3524 4394 5263 0132 7001 2466 6113 6385 7708 9031 10000 1569 3524 4394 5283 0132 7001 4'-0" PRECAST 1085 70D 2305 3125 3845 4705 5587 4'-0" PRECAST 514 763 4'-W PRECAST 13M 3060 3015 4570 5325 8079 1961 6113 7192 6524 7627 8751 1363 3060 3815 4570 $325 0079 4'-0" PRECAST 819 m0 2400 3 333 3666 4300 4'-0" PRECAST 398 591 4'-0" PRECAST 1207 2582 3375 4043 4711 5379 1525 1 5743 7547 6752 6541 7565 1207 2707 3375 4043 4711 5379 5'11" PRECAST 931 1247 19W 2560 3123 3588 4248 5' 4" PRECAST 411 411 5' 4" PRECAST 1018 1806 2374 20" 3513 4084 1319 4480 7190 7342 5780 6259 1016 2276 2838 3399 3961 4084 5'-10' PRECAST 817 1024 1631 2090 2549 3009 3470 PRECAST 340 338 5'-10" PRECAST ON 1499 1971 2443 2015 3387 1161 3893 5877 6036 8548 Me5'-10" 929 20M 2593 3107 3820 4133 6' 6" PRECAST 892 1139 3227 3031 3707 4383 6061 8' 6" PRECAST 410 721 8' 6' PRECAST 836 1201 1578 1955 2332 2709 1139 3227 4598 7054 10000 $825 835 1885 2329 2790 331 3712 T 8" PRECAST 570 938 240 2205 2598 3191 3685 7' 6" PRECAST 303 534 T 6" PRECAST 716 900 1181 1462 1143 2025 9� 2498 3408 4864 7067 6472 727 1624 2025 2426 2827 3228 8'-" PRECAST 428 633 1693 2204 2481 2818 2821 9'-4" PRECAST 192 384 9'4" PRECAST 464 586 767 948 1129 1310 639 1674 2298 3081 4099 4899 572 1318 1643 1969 2184 2519 10 8" PRECAST 388 487 1247 1767 19D4 2163 2028 10' 6" PRECAST 151 301 10' 6" PRECAST 356 468 612 755 no 1042 550 tom 1897 2781 3222 3784 504 1180 1472 1783 1710 1989 11'-4" PRECAST 330 5" 1312 1742 2252 2858 3630 11 4" PRECAST 132 417 11' 4" PRECAST 430 405 530 663 777 872 644 1312 1742 2252 2858 3552 1372 1845 1470 1710 12'-0" PRECAST 308 507 1210 1596 2048 2585 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 476 587 698 783 b07 1210 1688 2048 2585 3171 1300 1580 1314 1476 13'-4" PRECAST 270 433 1045 1386 1732 2167+` 13'-4" PRECAST 82 298 13'-4" PRECAST 308 t2798 484 576 us 414 1045 1365 1732 2316 2605 1057 1312 1071 1203 14'-0" PRECAST 254 390 976 1272 t608 1988 �� 14'-0" PRECAST 71 293 14'-0" PRECAST 443 390 978 1272 IBM 1950 2389 378 717 981 1192 975 1133 14' 8" PRESTRESSED N.R. NR NR NR NR NR NR 14' 8" PRESTRESSED N.R. 283 14' 8' PRESTRESSED 239 422 506 an746 885 458 1079 1420 1624 2277 2712 246 663 980 1237 1474 1715 15' 4' PRESTRESSED N.R. NR NR NR NR NR NR 15,4" PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 387 464 674 654 793 412 1014 1340 1703 2116 2513 230 816 908 1134 1353 1572 1T�" PRESTRESSED N.R NR NR NR NR NR NR 1T 4' PRESTRESSED N.R. 183 1T�" PRESTRESSED 187 326 355 451 587 680 300 856 1121 1413 1739 2047 192 506 720 501 1135 1312 19'-4" PRESTRESSED N.R. NR NR NR NR NR NR 1y4" PRESTRESSED N.R. 148 19'-4" PRESTRESSED 162 200 348 430 513 695 235 730 9N9 1200 1467 1716 188 420 523 am 950 1098 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 21•-4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 351 454 527 180 598 833 1038 1168 1408 142 373 537 890 815 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 224r PRESTRESSED 137 226 290 359 428 497 165 550 784 992 1203 1381 137 358 513 659 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R 91 24' 0' PRESTRESSED 124 174 245 302 360 418 129 460 864 824 101a 1147 124 1 319 455 581 087 793 -ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES' BY QUALITY 2018 EDITION, LOTT'S 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 PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 IN 1441 N. RONALD REAGAN BLVD. L NGWOOD,FL32750 H: 407-774.6078 X 407-7744078 .abdesigngroup.com AA S: 0003325 w c Z BuDDm at LAT ABBOTT PARK LOT #4 BILK #12 PHASE #4C PROJECT* 04181.04C-04121 MODEL& 4EHB "2605—HAYDEN" GARAGE 19WING: LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 112" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WI (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. 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 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: t 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 9'FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE & BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD I 4X6 (3 X"x5 )2") SYR HTT4 W/5/8" DIA x 5" 5/S3.1A PT., WOOD POST EXP. BOLT r- — — — — — — — -- FIRE _DRAFT S TOP— 3/4" SUB FLOOR -�, 2X4 NAILER FOR DRAFT PRE-ENG. STOP FLR. TRUSS - M- ELE VIEW PRE-ENG. FUR. JOISTS �I 3/4" PLYWOOD — 4 DRAFT STOP �' 1 PRE-ENG. FUR. JOISTS-F�j'�v� II T 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS FIRST FLOOR FRAMING PLAN SCALE: 1/4" = V-0" IJOIST All W/ M-806 W/ (4))P x 4 IORS AND (4)Y' x 2 V 0 BM1 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774,6078 FAX: 407-774-4078 www.abdesigngroup.com L AA M: 0003325 A Sf I; s o o _ SL7HDM & LOT ABBOTT PARK LOT #4 BLK #12 PHASE #4C PROJE..' 04181.04C-04121 MODEL 4EHB "2605—HAYDEN" GARAGE OWING: LEFT PAGE: FIRST FLOOR FRAMING PLAN 160 MPH EXP. C wo J9 r"""-i- 10 zs z1 DATE: / / 8CALJC: 1/4"=1'-0" SHEET s3 A41) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 }" NAILS TO TRUSS B42) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 }'NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C41) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3J" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 }'NAILS TO GIRDER tx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. 9x2 SECURED W/ 10d GALV COMMON NAILS 12"O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALLIFLOOR SHEATHING FASTENER SCHEDULE' NOTE: A PT SYP #2 7x 4", 6", 8" x 4'-01' 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 0 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) 1 a 1 b 1 c TYPICAL TRUSS/ SCALE: '_, o GIRDER CONNECTOR(S) SECURE IJOIST 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 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG I -JOIST 5/8" GYPSUM BOARD OR 12" HIGH STRENGTH CLG. BOARD PROVIDE BLOCKING I/7' GYP. WL. BO. seas BROKER ROCK THBiWESS SECURE BT. PLATE TO 4500 3W WOOD PANELS SLAB W/10d MASONRY NAIL 6000 (2) 1/7WOOD PANELS 1Z, O/C STAGGERED. 60 2)12" WOOD PANELS ADDITIONAL METAL ( CONNECTORS NOT 90 2x LUMBER REQUIRED WHEN NO UPLIFT IS PRESENT. 4. I -JOIST CONNECTION @ L.B.W. `+ scALE:3M"=r-a' (NO UPLIFT) NOTCH DEPTH 114`0 HOLE EDGE >5/8" HOLE DIAMETER < 2/5*D SGL. STUD OUTER 1/3 OF SPAN ONLY 00 HOLE EDGE >5/8" 0.1 BTM. HOLE DIAMETER PLATE < 3/5'13 DBL, STUD STUD NOTC�ING AND BORING LIMITS LIMITS ENGINEERED WOOD TRU 6 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 i' NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR IlQ,2x WOOD FASCIA SEE ARCHITECTURAL SE 2x SECURED W/ (3)16d GALV. COMMON NAILS. 112 SECURED W/ 10d LG� MASONRY BOND GALV. COMMON NAILS BEAM 12, 01C SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFANALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22'x 4, 6', 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. A41) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) J' x 5" TITEN HD TO CMU AND (12) SDS }'x 2 J" TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }'x 5" TITEN HD TO CMU AND (18) SDS �' x 3" TO GIRDER C42) SIMPSON FGTR GIRDER TIEDOWNS WITH (2) k' x 671TEN HD TO CMU AND (18) SDS J' x 3" SCREWS TO GIRDER (EACH TIEDOWN) ENSURE THAT CELLS ARE GROUTED SOLID, W 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 Ss(F GIRDER CONNECTOR(S) AL '314"=1'-a' LSTA122' GAUGE W/ tOdx12 HOG COMMON NAILS. EACH END TOTAL OF 10 LVL/ BACI L v HTT4 W/; MIN. 7" EA TO SLAB • I 2-12" NAI' POST TO ON SLAB gem BACIMBLOCK TNIODE66 4500 3/4" WOOD PANELS 6000 (2) 12" WOOD PANELS 60 (2) Id' WOOD PANELS 90 2x LUMBER LVL/WOOD POST CONNECTIONS 5 A - SIMPSON IUS1.81/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4— WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14)1Dd GALV. COMMON NAILS TO HEADER FL#17241 B - SIMPSON IUS2.37/16 G < 1400 LBS, U <70 LBS W/ (2) 3/4- WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 C - SIMPSON MIU3.56/16 G < 2900 LBS, U < 210 LBS W/ (4) 314" WEDGE-BOLT/J-BOLT, 5' MIN. EMBED (24)16d GALV. COMMON NAILS TO HEADER AND (2)10dxl-1(2' GALV. NAILS TO JOIST FL#17241 D - SIMPSON HHUS7.25/10 G <4140 LBS, U < 1610 LBS W/ (8) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (16) 16d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. NAILS TO JOIST FL#25749 E - SIMPSON MIU4.75/16 G < 3455 LBS, U <210 LBS W/ (8) 314" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED 16d GALV. COMMON NAILS TO HEADER AND (2) 10dxl-1/7' GALV. NAILS TO JOIST FL#17241 WOOD LEDGER ATTACHMENT DETAIL 9 SCALE: 3/4'=14" 6'd MAX(WlX4) OR 10'-0" MAX (W12X4) x MAX. 7 OR 2z4 BTM. CHORD BRACING 10'-0" O/C MAXSECURED W/ (2)10d COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING V SCALE: 3/4"=1'-0" PERPENDICULAR TO I -JOIST # 1100 UPLIFT SIMPSON — HTSM20 W/1010d TO TRUSS AND (4)1/4" x 2 114' TITEN 2 ANCHORS TO CONT POURED LINTEL # 19DO UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d 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 & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 9 SCALE: 3/4"=1' O' lx4 DIAGONAL BTM.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 (2)2X12 T us > RG. 24- MAX. W/ 2V MAX. W/ B" MAX. END Sam�YP. P.T. (JOIST (JOIST SPACING FRONT SEE FRAMING PLAN TYP TYP LEDGER o o END OF LEDGER B? LLw a BOARD a` sS' I° s (2) 2X12 SYP P.T. (2) 3/4" EXP. BOLT LEDGER BOARD TO J-BOLT OR TITEN BOLTS REAR BE USED PERPENDICULAR W/ 2" WASHER & 5 1/2" LEDGER WITH (JOIST MIN. EMBED. (TYP) PARALLEL TO [-JOIST (2) 2X8 SYP. P.T. TRUSa24" MAX. W/ 24" MA%. W/ B" MAX. END Ora SHE IN SEE FRAMING PLAN (JOIST (JOIST SPACING FRONT LEDGER lr. TYP TYP W Z.I.T.PCON END OF LEDGER BDARD 2X8 SVP P.T. LEDGER BOARD TO W/ 3' MIN. EMBED REAR BE USED PARALLEL TYPICAL LEDGER TO I -JOIST 1. ENSURE THAT EXP. BOLTS/J-BOLTSITITENS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. 2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 3. ALL BOLTS TO HAVE WASHERS. 4. EXP. BOLTS/J.BOLTSrrITEN 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 SOLTSIZE MIN. END DIET OBlIRALSPACINO A DOUBLE SYP 26 1 1/4" 1 8" 24" O/C MAX. B DOUBLE SYP 2X12 1 (2) 3/4" 1 8" 24" O/C MAX. A. FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" x 6' TAPCONS W/ MINIMUM 3' EMBEDMENT. B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 101' EXP. BOLT/J-BOLTrrITEN BOLTS W/ 5-12" MINIMUM EMBEDMENT C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS 10 WOOD LEDGER DETAIL (I -JOIST) SCALE: 3/4"=V-01' (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3) 12d @ EA. TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-(7' (1) W BRACE 30'-V TO 60'-0(3) "X" 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 TRUSS ENG) 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/ 12" DIA. ANCHOR BOLT W/ 2' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN, EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONT. 2x4 SECURED W/ (2) 10d1s C EACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: 3/4"=l'-(" 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 (Ft AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE 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: WV=T-(7' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 4 q s� rq o Ra r�r b 1 BUDD:v ag L4om ABBOTT PARK LOT #4 BLK #12 PHASE #4C PROJECT* 04181.04C-04121 MODELi 4EHB "2605-HAYDEN" GARAGE 87RN0: LEFT PAGE: DETAILS (I -JOIST) 160 MPH EXP. C 29 DplwT ATE: 10/26/21 8CALE: 1/4"=f-0" BHEET S3.1A SIMPSON H6 W/ (8)8d COMMON NAILS 2x STUDS SIMPSON H6 W/(8)8d EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH ENO OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING It SIMPSON SPH4/SPH6 BTM. WOIST LVL PLATE STRAPS W/ 10d x 1 1/2"HDG NAILS WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL 2 SCALE: 3/4"=V-0' #8 WOOD SCREWS STAGGERED 3" SHOWN DBL. 2X8 SYP #2 LEDGER. SEE FLOOR JOIST LEDGER SCHEDULE, 10/S3.1A 8" CMU WALL REINF. PER PLAN �X 6' TAPCONS J'1 PER ELEVATION 1- z WOIST (SEE N o z FRAMING PLAN) PER ELEVATION 2X4 P.T. CEILING +-{ 24" MAX, NAILER W/ MASONRY NAILS M 1Z O.C. 1X2 FIRE -STOP SECTION DETAIL AT I -JOIST PARALLEL TO EXTERIOR WALL SCALE #8 WOOD SCREWS x 7' LONG ® 3" O.C.; STAGGERED OFF CENTERLINE 8" CMU WALL 3/4" AS SHOWN REINF. PER PLAN PER ELEVATION o WOIST (SEE z o z FRAMING PLAN) PER ELEVATION (2) 2c4 P.T. W/ DBL 2X12 SYP #2 LEDGER. SEE MASONRY NAILS BOLT SCHEDULE, 10/S3.1A. @ 17' O.C. /y 1X2 FIRE -STOP .�. SECTION DETAIL AT I -JOIST PERPENDICULAR w TO BEARING ON EXTERIOR WALL �4 SCALE: 3/4"=V-0" PRE-ENG GABLE TRUSS 2X4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT 0 PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C.MAX NOT SHOWN FOR CLARITY) 0 2X4 DIAGONAL BTM. CHORD PER EL VATION J!", loll I BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 1/2" HIGH W/ 1/7' DIA. ANCHOR BOLT W/ 7' A- SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4X6 SYP NO, 2 WASHER SET IN HIGH U <990 LBS W/ (14)10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6' MIN. GALV NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 37' OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2X8 P.T. U < 1420 LBS W/ (14)10d BELOW FOR PLATE W/ 12d's W O.C. MAX GALV. NAILS EA. STRAP 2X4 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• "O' SIMPSON SPH4 OR SPH6 STM 1/1" GYP. WL BD. AND TOP PLATE ANCHORS W/ 10d x 1 1Q" COMMON NAILS SECURE 8T. PLATE TO SLAB W/ CONT. 2X4 SECURED W/ (2)10d's (� EACH FILL ALL HOLES, DO NOT USE 12'k9" WEDGE ANCHOR W/ 2' R SE STRENGTH 10tlx3" WASHERS2"EMB POST CONNECTIONS TRUSS TO BE INSTALLED 0 10'4" O.C. MAX. EPDXY EMBED. MIN. N 16' EMBED. 1\��TRUSS/WOOD 10a 10b 1 0C. OC MAX. SCALE: 3l4"=1'-0" GABLE END BRACING W/ PRE-ENG %GABLE TRUSS @ CMU WALL O SCALE: 3/4"=1'-0' e A-SIMPSON MTS-12 U - 990 LBS W/ (14) 10d GALV. NAILS. -• # B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C-2-PLYSIMPSON VGT/HDU4 U <4565 LBS VGT TO TRUSS W/ (16) 1/4'k3'S05, (1) 518 ° A.T.R. TO HDU4 AND (10)1/4" X 2 1/7' SDS TO POST TRUSS CONNECTION @ L.B.W. PoBT TO SLAB CONNECTION SIMPSON ASU44Z POST BASE <1_1:1,900 G5,660 W/ 5/8 DIA. x 6" EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 CA 0,335 W/ 518 DIA x 6" EXP. BOLT C - SIMPSON HTTS POST ON SLAB <U:4,565 W/ SM' AB. WITH MIN. T' EMBEDMENT TO SLAB 8 (26)16d x 2-10 NAIL5 TO POST, 1 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774-6078 FAK 407-7744078 wwwAbdesigngmup.com AA #: 0003325 b 9 $ =o 0 n a sUBDIV. ee X.OT ABBOTT PARK LOT #4 BLK #12 PHASE #4C PROJECT* 04181.04C-04121 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: DETAILS (I -JOIST) 160 MPH EXP. C D TE 10/28/21 SCALE: 1/4"=1'-0" 8*mET S3.1B VTCR SPACING (1) AT EACH END I VTCR AND 6-V O.C. MAX. 111 ilti \ IN I e � I I 0 Ilol Li o SIDE VIEW PRE-ENGINEERED VALLEY TRUSS CONNECTION SCALE: N.T.S. 1 N. RONALD REAGAN SL LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.eom AA 8: 0003325 M h a 25L78DIv. ae LOT ABBOTT PARK LOT #4 BLK #12 PHASE #4C PROJECT 04181.041-04121 MODELA 4EHB "2605—HAYDEN" GARAGE OWING: LEFT PAGE: DETAILS 160 MPH EXP. C I N. RONALD REAGAN 8t LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 0: 0003325 c h WII aVHDIV. as LOT ABBOTT PARK LOT #4 BLK #12 PHASE #4C PROJECT* 04181.04C-04121 MODZU 4EHB "2605-HAYDEN" GARAGE 8MMO: LEFT PAGE: SECOND FLOOR DOWEL PLAN 160 MPH EXP. C SECOND FLOOR DOWEL PLAN SCALE: 1/4" = V-0" FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 112" 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. 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 PSS36, .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 512� A pESCR1F'TION REMARK tp (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 (mil) SIZEREMARKS REINFORCEMENT STIRRUPS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 806 (1)p5 (1)#5 N/A GROUTED SOLID BB2 MASONRY 3000 1 8x8 (1)p5 NIA GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES 1 1 1 1 - 1 0 -r 1 1 1 U.N.O. PROVIDE B82 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL 17'-4" 40* Q 1 j `� ♦ ♦ 1 _ 1 ♦ GT ♦ ` `♦ 1 I ♦ ♦♦ 1 1 i � — — — — 8F8-1T/0M/08 1 , ♦ 1 �'----------J 1 1 I8F8-1T/OM/OB 8F8-1T/OM/OB 2.1 8F8-lT/0M/0B ♦ 1 1 � 1 � l=--------------------------- L_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" IN 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdeslgngroup.com AA S: 0003325 O BUHDIV. & LOT ABBOTT PARK LOT #4 BLK #12 PHASE #4C PROJECT# 04181.04C-04121 MODEL.• 4EHB "2605-HAYDEN" GARAOE 13T►MO: LEFT PACE: SECOND FLOOR LIFT BEAM PLAN 160 MPH EXP. C DATE: 10/26/21 8CALE: 1/4"=1'-0" SHEET S5 "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 PL LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 MOB 18-IT 1T 1TlOB 1TIOB 7T TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH el&1T 8/18 1T 820 1T 8124 1T 8C28 1T 8/32-1T 8/8.18 15-1rr1 1vt trna w2emiBmiTmB ere-2r a/15,zr S2o•2r e24-zT 97s-2r er32-2r 3' 6" PRECAST 1436 952 3114 4217 5321 6426 7531 3' 6" PRECAST 889 1024 3' 6" PRECAST Iwo 3524 4394 5283 0132 7001 2465 8113 8385 7706 9031 10000 1589 3624 4394 6283 6132 7001 4'-T PRECAST t085 700 2305 $125 3945 4765 5587 4'-0" PRECAST 514 763 4'-0" PRECAST 1363 3000 3815 4570 5325 8079 tool 6113 7192 0524 7627 8751 1363 3000 3815 4570 5325 0079 4'-6" PRECAST 819 633 1770 2400 3033 360 43DO 4'-6" PRECAST 398 591 4'-6' PRECAST 1207 2582 3375 4043 4711 5379 1625 5743 7547 6752 6541 7585 1207 2707 3376 4043 4711 5379 5'4" PRECAST 931 1247 1999 2560 3123 3606 4249 5' 4" PRECAST 411 411 5'�" PRECAST 1016 low 2374 2044 3513 4084 1319 4480 7196 7342 5780 6259 1016 2270 28M 3399 3961 4064 5'-10' PRECAST 817 1024 1831 2090 250 3W9 3470 5'-10" PRECAST 340 339 5'-10" PRECAST No 1499 1971 2443 2015 3387 1161 3693 5877 6036 8548 5778 929 2080 2593 3107 36M 4133 8-0° PRECAST 892 1139 3227 3031 3707 4383 5061 6'$° PRECAST 410 721 6 6" PRECAST 835 1201 1578 1955 2332 2709 tt39 3227 4598 7054 10ODD 8825 836 1868 2329 2790 3251 3712 T-0" PRECAST 570 9N 2498 2205 28M 3191 9885 T-0' PRECAST 303 534 T 8" PRECAST 710 900 1181 1462 1743 2025 938 2498 3408 4864 7067 6472 727 1624 2025 2426 2827 3228 9'4" PRECAST 428 633 1593 22% 2481 2818 2621 91-4" PRECAST 192 384 914" PRECAST 454E 767 We 1120 1310 we 1674 2298 3081 4099 48M 572 1643 19M 2164 2519 10'-6' PRECAST 388 487 1247 1767 1904 2183 2028 10'-6" PRECAST 151 301 10'-6" PRECAST 358 612 765 899 1042 1407 1897 276t 3222 3784 504 u72 1763 n10 1989 11'�' PRECAST 330 644 1312 1742 2262 2868 3630 11'-4" PRECAST 132 417 1 V-4" PRECAST 430 530 653 777 872 544 1312 1742 2262 2888 3552 488 1372 1843 1470 1710 12'-0" PRECAST 308 507 1210 16M 2048 25M 3191 12'-0" PRECAST 111 370 17-0" PRECAST507 383 476 587 e98 783 1210 1596 2048 2588 3171 4401300 1580 1314 147e 1T41 PRECAST 270 433 1045 1365 1732 2157 2535 13'-4" PRECAST 82 298 13'4" PRECAST 308 303 393 484 675 645 414 1045 1365 1732 2316 2605 396 780 1057 1312 1071 1203 14'-0' PRECAST 254 388 978 1272 Iwo 1988 2279 14'-0" PRECAST 71 293 14'-0' PRECAST 279 278 380 443 526 No 3 00 978 1272 1808 1950 2389 378 717 961 1192 975 1133 14'-8" PRESTRESSED N.R. NR NR NR PRESTRESSED N.R. 283 14'-W PRESTRESSED 239 9 an 748 886 458 07 1079 1429 82 1824 2277 2712 71 246 883 663 980 1237 1474 1715 15'-4" PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 387 484 574 ON 783 412 1014 1340 1703 2118 2613 230 818 908 1134 1353 1572 1T-4" PRESTRESSED N.R. NR NR NR NR NR NR 1T-4" PRESTRESSED N.R. 183 1T 4" PRESTRESSED 187 326 366 451 587 680 300 858 1121 1413 1739 2047 192 506 720 501 1135 1312 PRESTRESSED N.R. NR NR NR 19'r' PRESTRESSED N.R. 148 19'-4" PRESTRESSED lee 595 235 738 73 959 95 1200 20 1487 1718 lee 429 429 623 823 803 803 950 950 09 1098 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 21'-C PRESTRESSED N.R. 125 -4 21'" PRESTRESSED 142 219 308 381 464 527 180 598 833 10M 1108 14N 142 373 537 890 81e 943 22-V PRESTRESSED N.R. NR NR NR NR NR NR 22,-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 290 359 426 497 185 550 784 902 1203 1381 137 368 513 ON 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 NO 418 In 450 654 824 1014 1147 124 st9 455 581 687 793 - 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 PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 19-0130.13 mi -1 N. RONALD REAGAN 8L LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.a bdeslgngrou p.com AA M: 0003325 o BMW ae LOT ABBOTT PARK LOT #4 BLK #12 PHASE #4C PROJECT# 04181.04C-04121 MODEL 4EHB "2605— HAYDEN" GARAGE SVnNG: LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP. C D1UNT 'I ATE: 10/26/21 SCALE: 1/4"=1'-0" SHEET s5.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" 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. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-1. 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 P8636, .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 LES 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 ATRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 6" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE $ BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X6 (3 X'X5 n') SYR HTT4 W/5/6" DIA x 5" 5/S3.1A PT., WOOD POST EXR BOLT Ct1l I i------------------------- ROOF FRAMING PLAN SCALE: 1/4" = I'4' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 rl n La o SUDDIV, & L/OT ABBOTT PARK LOT #4 BLK #12 PHASE #4C PROJECT# 04181.04C-04121 MODEL 4EHB "2605-HAYDEN" GARAGE SKIING: LEFT PAGE: ROOF FRAMING PLAN AND NOTES 160 MPH EXP. C DATE. 10/26/21 SCALE: 1/4"=1'—O" SHEET S6 GABLE -ENO �� >I� HIP ADOf ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 58.00 PSF (68.00) ZONE 3 = 66.50 PSF (76.50) 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"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: -1- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19132" STRUCTURAL SHEATHING EXP 1 (40/20). FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/37' 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 W OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STIR. SHANK ASTM t0d RING SHANK, 21/7' 0.131 F1667 SCREW SHANK 170•000 RING 16-20 RINGS PER RSRS-03 8d RING SHANK, 2 3/8" 0.113 SCREW SHANK INCH)F1667 RSRS-01 8d RING SHANK, PNEUMATIC 2 318" 0.113 F1667 SCREW -NAILS RSRS-01 RAFTER OH TRUSS ROOF SHEATHING EXTERIOR SHEATHING USE 1/2" CDX OR 7116' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116' ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.)SEE DETAIL. T BUILDING LENGTH I' ROOF SHEATHING LAYOUT T' AND ENDWALL BRACING FOR GABLE END FRAMING ZONE 1: 10d NAILS G 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, 3C 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 M RING SHANK GUN NAILS 4P 4" O C. 1 .- TOP 69OTTOM EGGES ., Ao 5�4 8 - mmmmmi L11iiii ism 11 NOTE GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 214 #2 SYP OUTLOOKER RAFTER W BLOCKING 0 16'O.C. IF NO DROPPED GABLE END, ATTACH 2z4 #2 SYP BLOCKING G 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 , C#8 7' DECK SCREWS G 6"-6' O.C. MAX 0 EDGES & 17' O.C. MM IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING \ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM 1D ASTM C33C33M.. MAXIMUM AGGREGATE SIZE SHALL BE 314'. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WTH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS, CONSULT pROWDE 6%AIR ENTRWNED CONCRETE EXPOSEDTO EARTH ORWEATFER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FORSLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION . ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb= 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS ON -GROUND WHERE INDICATED ON NE VAPOR B RRI MEMBRANE ELASTICITY = 1,400,000 PSI, ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 6INCHETHYL E 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 DRAWINGS 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 SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST All DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION, -RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN DS" OF HEARTWOOD, ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. 00 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 STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS W THOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WRE MESH, SHALL BE ASTM A1064/AI064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WTH 2" CHAIRS SPACED Y-0" OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS'BY THE NFPA. TRUSS DESIGNS SHALL SIGNED BE AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR 9H R WING S E OP D A S. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0A36° AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A61SA615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A448/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: All THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WTH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. A ON. HORIZONTAL STANDARDS FORD LATE-C TRUSS CONSTRUCTION:, AND METAL LATEST EDITION" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 Psf REVIIIwRTICAL BARS SHALL LAP 8 z BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S TIONS OR HAND RECOMMENDATIONS COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD norlcomunnt 10 Psf BTM CHORD-no—onounent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - " #8 BAR - #5 BAR 3042"" #7 BAR 2" WOOD TRUSSES. PROVIDE 38" x 38" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WLL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. LOCATIONS WTH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. 1 & pH 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: IOpsf 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 MPH 3-SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-18 (BBC 020) EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL ATTIC LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE::20psf,40p HABITABLE ATTICS AND ATTICS SERVED WTH FIXED STAIRS: BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS' 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: SOpaf, PASSENGER NTS: WITHOUT THE APPROVAL OF THE ENGINEER, STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHERTHAN SLEEPING ROOM: 4DPsf, SLEEPING ROOMS: 30pd,, STAIRS: PROVIDE ENGINEERED SHOP DRAWNGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40Psf MASONRY: PLAN SHOVING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORI— MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WTH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED By 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 OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE, PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY LENGTH ELEVATIONS DIMENSIONS ETC. ALL BLOCK WALLS SHALL BETWO-CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND ADS SPECIFIED N THIS PLAN L R O A LOADS C O SHALL SUPE CEDE THOSE ALL SHOP DRAW NGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 200D PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER, WHO UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WHO LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGSRO SUBMITTED WITHOUT REVIEW WLL . S RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS A DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH EICON-TRACTEWEER WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. ALL INSTANCES, THE CONTRACT ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS L DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED All A SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: "S" FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE "M" OR MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270, HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/6, THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1557, TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE REINFORCING. GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M F - 38 kei FOR ANGLES PLATES A WSHAPES STRUCTURAL U AND RALT B A 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,DDO PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WTH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S N-PRIOR TO THE ADDITION OF PLASTICRER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94IC94M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS 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 THIN 90 MNUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE NTH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B FOR CONCRETE EXPOSED TO EARTH AMWOR WEATHER: 1-1/2'FOR16 AND SMALLER 2° FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TOWEATHER 3/4- FOR SLABS, WALLS AND JOISTS 1-iR' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS Y LNG SHALL BE ASTM A500/A500M GRADE B F =46 W. STRUCTURAL PIPE SHALL BE ASTM A 3! 3M - 5 A5 GRADE BTYPE E OR S F - Y Y 351o;i. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP, ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIGTxJN SIZE ttPE BPAGNG REMARKS APPU - SIZE TYPE ACING REMARKS I#PTPURPoNGTO A9ONRY/TONG USEHARDENED—L NNL, 1?LONG. B CIC GARAGEDOC — TO O1qA ONTMEfR S, 1?MOI°EIID SGO,AL.EKT. DOORS USE HARDENEOCgL S'O,C WINGOW9DOOW FPSIENEO GPRAOEDOGV SUCI( "p IPCL3,8"gAl x•EMBE0.,4ENOg6i., tx Pi.6EE NDTEB NNL 11?LONG. STAGGERED INTO MASCNRYICONC. vx WASyER EKPANBIONBOLT M"OIC (i?GA) iEDGE qST. wiNDav euGc casE NAROENEocoIL 6GC YBNooWv000w FASTENED RAPTo CONTACT THIS ENGINEER FOR SPACING UPT.6EENDTEE rwa+,?La"o. STAGGERED INro MASONRY/CONC. M NR rcoNc. REQUIREMENTS EXT.BWNG DOOR (YISDIA. 'TAPWN' t?'EMBED, B'E,WO. BUCK Zx Pi, �EI�TES gS4ER IB"QC G�9T.,11?ED3E p6T. 3 PT WINDOW BUL% 4.158°PAFx11R' 9°OIC < Ell NGST.,I I Pi TO STEEL COL..9EE Wy WA6MEP STAGGD EDGE qST NOTES ERE ? NOW 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WNDOWS AND EXTERIOR SWNG 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 WDE OR W DER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWNG DOOR WTH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 J 1 ao � U y Milt F r � 1 BLINDLY. aLIT ABBOTT PARK LOT #4 BLK #12 PHASE #4C PROJECT# 04181.04C-04121 MODEU 4EHH "2605-HAYDEN" GARAGE 9VfMG: LEFT PAGE: DETAILS 160 MPH EXP. C 2 DATZ: 10/26/21 SCALE: 1/4"=V-0" SHEET SN1 © TRIM NAIL INSTALLED THROUGH - FASCIA @ 16" O.C. MAX 70 STAPLES INSTALLED, THRU SOFFIT AT NAIL HEM AND IN VALLEYS FASCIA WOOD BOARD BY OTHERS O STAPLES INSTALLED - THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSSMOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSSMO / BY OTHER EMB. WOOD BATTEN STAPLES INSTALLED @ OFFIT(D 12" O.C. MAX (INTO DETAIL B HANNELO OWOOD) IN J-CHANNEL r��J-CHANNEL O3 SLOT 4" MAXJ-CHANNEL J" MAX. DETAIL A FASCIA O7 STAPLES INSTALLED@ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA 12 BATTEN STRIP ANCHOR 2X2 WOOD BATTEN 10 10d NAIL AT EACH INSTALLED 70 TRUSS/JOIST/ RAFTER THRU SOFFIT AND LOCATION NOT TO �STAPLES J-CHANNEL AT NAIL HEM EXCEED 24" O.C. INTO AND IN VALLEYS FRAMING #8X3" WOOD SCREW OR TAPPING SCREW, OO STAPLES INSTALLED BATTEN ATTACHMENT THRU SOFFIT AND FASTENER SPACED 24" J-CHANNEL AT NAIL MAX. O.C. HEM AND IN VALLEYS J" MAX.—oI Io— DETAIL DO STAPLES INSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS Q SOFFITS' 3O J-CHANNEL—/ J" n DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION 'L' SEE DETAIL'A'—/,- SOFFIT — SEE DETAIL'E' EAVE CROSS—SECTION SINGLE SPAN W/J—CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTE A ) SEE DETAIL EAVE CROSS-SECTION SINGLE SPAN W/J—CHANNEL J-CHANNEL @ WALL AND FASCIA END O 11 1X2 WOOD BATTEN �2X2 WOOD BATTEN 10 O SOFFIT INSTALLATION SCREW, Q J-CHANNEL BATTEN ATTCHMENT ® �' MAX. FASTENER SPACED 24" Og MAX O.C. STAPLES INSTALLED @ DETAIL C 12" O.C. MAX (INTO O WOOD) IN J-CHANNEL J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR VE WIDTH JOF fERHANG) CONCRETE; CMU OR WOOD (NOTEA ) TRUSSMOIST/RAFTER BY OTHER 2-1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" g0 MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 70 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www. bdeslgngroup.com AA #: 0003325 J z U O O atJHDIV. & LOT: ABBOTT PARK LOT #4 BLK #12 PHASE #4C PROJECT# 04181.04C-04121 1LODEIe 4EHB "2605— HAYDEN" GARAGE 911MG: LEFT PAGE: SOFFIT DETAILS 160 MPH EXP. C aCALE: 1/4' =1'-0" aHEET SDI r