Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
7657 Broad Pointe Dr
9920f 05HAYDEN -4EHB 4 99 HOMES 12602 TELECOM E)RIVE, TAMPA, FL 33637 T4&1: (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -LP(D=A &IL= ()DD$, umcmul, A/C ABOVE LAM. LAVATORY DATE DESCRIPTION O6Q8A'I 2-STORY CMU CONVERSION ARCHITECTURAL SHEET DESCRIPTION DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 ' TEL: (813) 740-9720 FAX: (813) 740-9715 7M EDITION (�) -AIL TWA MD STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 'CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Milt=160 MPH Vasd=124 MPH EXPOSURE - C -I-STORY RESIDENCE - .2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES A/C ADJ. AMP. BD. cnB. CLG. CLR CONC. M. C.T. D. USE, D.G. DIA. DIM. DISP. OF. DR D.& DTL. AIR CONDITIONING LUM ADJUSTABLE NEC. AMPERAGE MIN. BOARD M.T. CENTEERILINE MTL. CEILING N.TS CLEAR O.c. CONCRETE PL CARPET P.B. CERAMICTB.E PH DRYER FLY DOUBLE PLYWD DUAL GLAZED PR. DIAMETER P.T. DIMENSION R DISPOSAL RAD. DEEP R.A.G. DOOR REF. DOWNSPOUT RM. DETAIL Ro. LUMINOUS MANUFACTURER = MINIMUMS METAL THRESHOLD METAL NOTTO SCALE ON CENTER PROPERTYLNE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING DID SET 18811ED PG G -COVER SHEET PG Al- GENERAL NOTES PG Al -FIRST FLOOR PLAN PG AIA-FLOOR PLAN SECTIONS/DETAILS PG A2—SECOND FLOOR PLAN PG A3H-FRONT & REAR ELEVATIONS "H" PG A4H-LEFT & RIGHT ELEVATIONS "H' PG El -FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN PG PI -PLUMBING PLAN PG MI -FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN 02A3/IS ADDED ELEV.'J' 4 K' WITH BIDING PER MARK RIMS 02/l0A6 DID SEi RE -ISSUED 04MM FOOTING+ REVISIONS PER M BALES 06ADA0 I -JOISTS INCORPORATED INTO MASTER PLAN 06ft5 CONSTRUCTION DOCUMENTS RE -ISSUED Wnro ADDED VALLEY FRAMING DETAIL, UPDATED 15OLLAFID DETAIL OIRE/1% DETAIL- 'ADDING BAR TO BOND BEAM' ADDED TO 812A 02A6AS PLAN MAINTENANCE STATE OF FLORIDA (� �7�1 /7�� /1 r S P 1. CAW. \7 R• 03� REVISED LNTEL SIZE AT FRONT ENTRY DOOR ��`� uPDATEB LEDGER BOLT SIZE SPacING HST RR LIVING I,104 JQ. FT. 2ND FLR LIVING 1�01 SQ FT. TOTAL LIVNG 2,605 $Q FT. GARAGE 431 SQ FT. F OI�W ELEV. 'N' III 8Q FT. TOTAL ELEVS 14' 3,153 8aFT. OxW PATIO w 80. FT. 06/&M REVISED I -JOIST LAYOIn PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD, LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 D.W. DISHWASHER S.C. solmCORE ExTDR EA, EACH S.D. SMOKE DETECTOR ELEV. ELEVATION s.Ii SINGLE HUNG EQ. EQUAL SHT. SHUT EXH, EXHAUST SHrHG. SHEATHING ENT EXTERIOR SHWR. SHOWER SI. SIMILAR E.G.G./Fx. FUEL GAS FFUEL GAS sL. SLIDINo FIN. FINISH SL. GL. SLmING GLASS FLR. FLOOR STD. STANDARD FLUOR FLUORESCENT SWS SHEAR WALL FR DR. FRENCH DOOR SECTION FTG. FOOTING TEMP. TEMPEREDGLASs GA. GAUGE THK. THICK GARDIST, GARBAGE DISPOSAL r.o.c. roroacuRH GY GROUND -FAULT CIRCUIT TOP TOP OF PLATE INTERRUPTER T.O.S. TOP OF SLAB GL. GLASS TYR TYPICAL GYP. BD. GYPSUM BOARD UN.O. UNLESS NOTED N R HOSE BIB OTHERWISE HOLLOW MR. HEADER CORE WV.P UUF WASHER PG DI -DETAILS PG D2-DETAILS PG D3-DETAILS PG D4-PRODUCT APPROVAL LISTING PG WAI-WALL ASSEMBLY DETAILS PG WA2-WA1L ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA8-WALL ASSEMBLY DETAILS 06,2M ADDED LED L&n TO KITCFEN 4 DAT41110 8 PER MARK 00W.8 010A ADDED STOW OPTION TO ELEVATIONS Ys','W', •J' t K• 09g LEDGER DOLT SPACPYs IiEVI6ED 10/25A ADDED OPT. W-0' CEILINGS W&ITB °�° uSP Ca+ECTORs �TM SIm6oN torNECtoRB 03A0WO REVISED DETAIL ON SWEET D2 OPT. V-0' CLG. WGT. 04/2040 REVISED STAIR SECTION DETAIL FOR OPT. W-0' CLG. WGT, 0141411 M O FDC LIPDATE OM41 ADD SOFFIT DETAILS STRUCTURAL SHEET DESCRIPTION 031041 ADD FLAT WADER • 1'-6' AFF, (6'-0' CLG ONLY) PG Sl-FOUNDATION PLAN PG SIAA-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER I1 Wi HOT. OR ENSUE, WD. INSTIL. INSULT WITH WOOD PG S1.2-FIRST FLOOR DOWEL PLAN THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. INN. NTEROR WDw. Will W.I. WWATIERINDOW EATER WROUGHT IRON PG 31.2A-DETAILS PG S2-FIRST LJFT BEAM PLAN AND NOTESPG S2.IA-DETAILS /� p IF ANY ASPECT OF THE CONSTRUCTION (AS PG S2.2A-SAFE LOAD TABLES �1I DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S3-FIRST FLOOR FRAMING PLAN IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3.IA-DETAILS PG 33.IB-DETAILS PG S3.1C-DETAILS PG S4-SECOND FLOOR DECK PLAN CLARIFICATION. PG S4.2-SECOND FLOOR DOWEL PLAN AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TADS NO RESPONSIBILITY FOR INTERPRETATIONS OF PG S5-SECOND LIFT BEAM PLAN AND NOTES PG S5AA-SAFE LOAD TABLES PG SO -ROOF FRAMING PLAN PG SN1-DETAILS CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE PG SDI -SOFFIT DETAILS BEEN GENERATED FOR UNCLEAR'AASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. L441 N. RONALD REAGAN BL LONGWOOD, FL32750. PH: 407-774.6078 FAX: 407-7744078 www.abdes1gngroup.co{n AA #: 0003325 b O R is aUBDIV. de LOT ABBOTT PARK LOT #32 BLK #11 PIOJMCTI/ 04181.000-32112 MODEXI: 4EHB "2605- HAYDEN" GARAGE BW MG: RIGHT PAGE: COVER SHEET 60 MPH EXP. 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. 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. 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. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 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. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE 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 1 3/8INCHES 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 1' MIN. RIGID OWMETALUC 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 18 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/:INCH GYPSUM BOARD OR EQUIVALENT, 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. W. 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: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1.2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: 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 ROOHWALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBRIG 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS, 3. CONDENSATION LINES SHALL BE MINIMUM''/.' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903, 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063.19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. 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 CERMOBS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE "W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I 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. EXTERIORSOFFIT8 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE:12/10/20 (RM) i N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774,6078 FAX 407-774 4078 wwwAbdesigngroup.com AA #: 0003325 R m a m Li R a N9KT19Dm AO LAT: ABBOTT PARK LOT #32 BLK #11 PROJECT 04181.000-32112 MODEie 4EHB "2605-HAYDEN" GARAGE > WWCl: RIGHT PAGE: GENERAL NOTES 60 MPH EXP. DA 04/19/21 DCA=: 1/4"=1'-O" >s*M= GN PATIO ® B -lOVERHANG --------- aF ROOF I I ABW (2) 3052-SH EGRESS ---8 --- I 12'-4' I I o BEDROOM #2 a DOOM RI Q LIVIIdO e0 8'-& CLG. e'•o' cLG ROOM — 1 8'-0' CI.G. ;p T-2' 3'-8' 6'-6' 2'-10' 6'-10' T I FLAT HDR • 1'-6' AFF. 'v I q II j 1 l2) 2068 0 I a I I POST IR-ISH II "' 10 . Vic 11� CIV BATH#2 Tuw I I e I W-0 CLG. .d 8�C � �k i�k` I I 1 11 0 0 I 11 1 1 ., I I I I"1 1 2868 i0 3'-4' x S'-8' 3' -0. 3'-0. 2'-S" -0. 1 2'-10' '-10' 3'•B' 5'-4' M ! REF STAIR DATA 2068 w 15 RISER • 152' 20 MINI. . 3-SH — -- 14 TREADS 10' BOLLARD ---- AS REQ. FLAT HDR • PER SLOG. CODE II l'-6' AFF. 131_0. 11 4,_8, 111 GARAGE PLEX V IIIC a POYI R e'•m' CLG 8'-0' CLG. I III m Y V-0' a& III FLAT HDR •.III 1'-6' AFF. III Q III -' � T'-I0' I6,_0• '-10' . 2) 305 - T-4' 'MRCH a W-0 CLG. 2 0 a I6'-O' X T-0' O.H. 1 . -------------------- a . s a FIRST FLOOR PLAN SCALE. 1/4' " 1'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICIQ•IESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN IgY12.lmm)GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN °li'[I5.9mm) TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECT ON. 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 IITH ED.) 302.1 COIPOMADCLAMMUDLO B a CwDE77'08AEPGRSEDOIDOISIB Gloo B BMW 2OIE whr"WIDVA IBM AIDTWE FOOTAGE MIN. WINDOW 10 5 31/40 CRITERIA EXTERIOR SWING b 5 36/-41 DR. MIN. CRITERIA SGD. MIN. 41 5 34/-43 CRITERIA I6010 O.W.D. 112 5 310/"34A, 12'x12' SOFFIT 1 5 313/-49.9 BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. ODNIIIDLDAU7801pyll SQ.FT. CAM'S IST FLIZ LIVING L104 $Q FT. 2ND PLR LIVING t501 60. FT. TOTAL LIVING 2*05 $a FT. GARAGE 431 SQ. FT. PORCH MEV.14' 111 SQ. FT. TOTAL ELEV'S 'H' 3153 SQ. FT. 110 PATIO SO SQ. FT. MASONRY/FRAME WALL LEGEND W-®® L UNA ON PLANS BRG, HGT. VARIES 8' BLOCK WALL UNA ON PLANS Il'-4' BRG. INTERIOR LOAD BRG. WALL UNA. ON PLANS 4' INTERIOR O LOAD BRG. WALL UNA. ON PLANS -ALL INTERIOR DOORS TO BE 6'-8' -ALL EXTERIOR DOORS TO BE 6'-8' UNLESS NOTED OTHERWISE •1 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407.7744079 www.abdesigngroup.com AA #: 0003328 C W 0 BUnDiv. as LOT: ABBOTT PARK LOT #32 BLK #11 PROJECT 04181.006-32112 MODE1e 4EHB "2605-HAYDEN" GARAGE BVrMG: RIGHT PAGE: FIRST FLOOR PLAN 60 MPH EXP. DPJNT A IM 04/19/21 8CALE: 1/4"=l'—O" 81HEET Al TOP PLATE 9 �n ( � A-11.0.R DETAIL (2) LAYERS OF 3/4' 0* (2) LAYERS C FLOOR MATERIAL SOL AH U SEC,3RE TREAD6 TO STRINGER WlKS)% 9' SCREWS . EA STRINGER UNTHREADED SiNANC TO EXTEND BEYOND 7FpC a OF 81 O-FLOOR SWATHING i / I H/4'Rc / / I' MAX ATE NOSING / / n ' SIT OR. / 3.2z0 SYP STRINGER / REIFORCED W/2X4 W* /, 2X4 ATTACHED W/IOd MASONRY NAILS • 2X4 P.T. SLEEPER INTO SLAB WITHIN S' OF EACH END, 32' OG. MAX Slid -FLOOR ADHESIVE PL-400 OR 64MILAW • EA WORIIONTAL RUN 2 X 4 RE-IFORRCINCG • EA 2 X 12 STRINGER SECURE Umcl 6'-0' OG W/ 3/4' TAG &.0 MOOR LA U N . GLI$D N am"RUED PER FA6T"R SCHEDULE PRE-wav FLOORING SYSTEM (SEE FLOOR FRAMING: SFIEET) NOM. STAIRS RISERS TO C4FFOR9 TO FBCR 1TH EDITION (2020) MIL TRXEAD.10' MARISERO 3/4' STAIR DATA: 3M' MAX VARIATION IN 1DR a 1,32' 110'. RISERMWEADS ADJACENT TO EACH 14 TREADS • OTHER 3/6' MAX VARIATION IN ANY P NOSMCa RIGNMITIIAD HANDRAIL CIRCULAR CROSS SECTION DIA TO BE 1 114' •-1/4' OR PROVIDE EQUIVALENT GRASPABILITY WINDERS- Met V WIDE • NARROW. END MIN. W' WIDTR4 • O' FROM NARROW END 34' MIN. HANDRAIL HOT. STAIR SECTION (,,)STAIR SCALE: 'ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY WWIT6 PROTECTED ON THE ENCLOSED SIDE WITH V2' GYI%LM BOARDS. FBCR 302.1. THE CLEAR SPACE BETWEEN FIN. FLR 1 1/2' THE HANDRAIL AND THE WALL MIN. SHALL BE NO LESS THAN 1 1/2' HANDRAIL • 36' AS PER FBCR R311.1.8.2 T. W/ 2X4 Ri:-N'FOfdGING NOTE: HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: 1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF Ii't 2' OR A NONCIRCULAR CROSS SECTION WIT14 A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 160-1.8.1 / F.B.C. 2020 Q(, HANDRAIL SECTION HDR . DTL. D SCALE, 1/2 NOTE: HEADER FINISH TO BE PER COMMUNITY STANDARDS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com L AA R: 0003326 WIN b c r 01 W O 1• A 8tn3DM & L07 ABBOTT PARK LOT #32 BLK #11 PROJECT/ 04181.000-32112 MODRU 4EHB "2605-HAYDEN" GARAGE BWMG: RIGHT PAGE: FLOOR PLAN SECTIONS / DETAILS 60 MPH EXP. 3 Dw1TM- mT 04/19/21 8CALE: 1/4"=1.— 0" 8iIV.= A1A 3el-al 121-01 2'-4- IV-4' 2--l- III -a, 64 i. 214 4 :* 4 - 4 4 "44 rAlc .�mwlu=un m SECOND FLOOR PLAN SCALE: 1/4 - V-0' .1 N. RONALD REAGAN 9L LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774.4078 www.abdesJgngroup.com AA #; 0003325 I U13IDM T LOT ABBOTT PARK LOT #32 1OBLK #11 1pitoilce' 04181.006-32112 MoDur• - 4EHB "2605-HAYDEN" GARAGE MVnNG' RIGHT PACE: SECOND FLOOR PLAN 60 MPH EXP. DAM 04/19/2�1 911CA=- 1/4"=1'-0" BHE= A2 SHINGLE "16' DECORATIVE TT OR 8FAJTTER OR ECUIVALENT IT'-4' 2ND FLR, _ BERG. HGT I FYF'ON I I BKTIIXI'I I I OR EQUIVALENT I 1 r 6' RAISED i I BAND (TYP.) I I V-4 3/4' _ 2ND FIN. FLR .sue W-0' BW3. HGT,s _ o ENTRY� 4B I 4' RAISED TYP. I BAND (TYP-) S' RAISED BAND (TYP-) I 0 -0' FIN. FLR.Io IT'-4' 2ND WGV I I I I I i I I 9'-4' 3/4' 2ND FLR �, _ FIN. FLR/BRG. HGT. —y CLG. TYP. I I I i I I 0'-0' FIN. II II I ■Rol --------------'---- n25'-4� BLDG. HGT. 11'-4' 2ND FLR 0' BIG. HGT. U ® 4' RAISED BAND r 6' RAISED BAND 9'-4 3/4' --------------- 2ND FIB —_—_—--_—_—_—_—_—_ /—OPT. COACH L*HT 0 --- --N1 i 0 -�---'IQ�Tr---0- FIN. FLR FRONT ELEVATION SCALE: V4 x I'-0' TEXTURED FINISH REAR ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH �I'1'-d' 2ND FLR BRGY T. 4FIN. FLR./BRG. HGT. _0--0' CLG. W.T. ,o0'-0' FIN. FLR AREAOFATTIC ISM SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA a 15M /300 = 5.28 VENTILATION AREA X SO. INCHES PER FT.(144) 760.8 SQ. IN. NBN. REQUIRED VENTILATION .5X 760.8 IN UPPER PORTION OF ATTIC - 380.4 SQ. IN. OFF RIDGE VENTILATION AREA = 125 SO, IN. PER VENT 380.4/115 TOTAL# OF VENTS REQUIRED = 3.30783 TOTAL. OF VENTS PROVIDED = 4 1/2' THICK 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASCNRY- 4'x4' GALV. 'L'-TYPE R-46MM6 SET IN PIDEI42LAW 6HPYd.E6 WAINDEIRAYMENT AS PER FBCR 2X6 SYP PT LEDGER W/ SOS.U. ROOF 6HEATWMG iFIIOQ�EBB 1/ .V THREADED ROD X AS PER SHEET SNL SECURED PER OL. 4 WITNM 6' OF EACH FASTENER 604EDULE END MAX. SET M ON'IPSq 6N9PSON LSU-26 HIGH STRENGTH EXPDXY 2x6 6YP RAFTERS OR PIE-04V T11USS ( R J ROOR SLOPE PER --� ELEVATION 2X6 SYP PT LEDGER Wv MM. T/16. Dee SHEATHING VRE I'W TNADED ROD GUSSET TO BE SECURED TO 32' OG. 4 WITHIN 6' OP 2X6 MEMBERS W/ Sd NAILS EACH END MAX SET IN a' OG • RE 310TEIW6IMF%ON M 4 6TIE NdTH ON'IP60N LUS•26 W/ (4) IOd'. 2'-0' EXPDXY W MIN EMBED. TO LEDGER AND (2) IBd'. CHANNEL FOR SOFFIT TO 2x6 JOIST OVERHANG DETAIL A SCALE: 1/2 - I'-0' ENGINEERED WOOD TRISSE6 • 24' OL. SUBMIT SHOP DR4WMG6 SEALED BY PROPESSIONAL ENGINEER FOR REVIEW AND COMMENTS PLYWOOD SWEATING SEE 6TRJCTURAL (PER 2N R eJ H T. E ROOMING AND FLASHING W/ OPM- TRIM 6TRAF6 AND ANGHOM EDGE PER mm WARI6ANTEE Sal 6TRIOTIRAL REGLIREMENTS a~ FASCIA WITH BREAK METAL bG. 2x6 WOOD FASCIA SEE STRICTURAL FOR PASTENERD 6DRAM VENTED 6OPPIT PER ATTIC CALC.S 1/2' THICK 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY RAISED TPUM PER ELEVATI0N6 2ND FILM MOM PER PLAN RAKE SOFFIT DETAIL B SCALE: 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7744W78 FAX 407-774-4078 www.abdosigngroup.com L AA S: 0003325 J p Q bl A SVHDrv. 89 LOT: ABBOTT PARK LOT #32 BLK #11 PliOJECT# 04181.000-32112 MODEU 4EHB "2605- HAYDEN" GARAGE 9111MCO: RIGHT PAGE: FRONT & REAR ELEVATION „HTT 60 MPH EXP. 23 rpanwrDAM 04/19/21 SCALE: 1/4"=1'-0" SHEET A3H 11'-4' 2ND FLR, "E. HGT. -------- OFF RIDGE T \ 12 FOR FYPN �5 EIKT11) 11 OR EQUIVALENT 6 TYP. ,� 11'-4' 2ND FLR BR3 HGT, W-4 3/4' 2ND FLR 'o FIN. HG FLR/Bl�a. T. ----------------------------�-- 0'-O'FIN. FLR, LEFT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH OFF RIDGE T 5 11'-4' 2ND FLRti BRG. HGT. 4 FLR FIN. FLR/BRG. I-GT. BRG. HGT. vo ENTRY _ _ _ _o 0'-0' FIN. FLR b 11'-4' 2ND FLR _0-- --- Bfa'G II II II 5'-4 3/4' 2ND FLR. O 9'-4 3/4' 2ND FLR FIN. FLR. ----,y'-------------'---'--------------- 1�---�---- FIN. FLR -'— ---------------------------------j --- `►8'-0' GLG. HGT. • ENTRY �Q— II II IT,-yl6ypI 0-O'FIN. FLRi. ------ — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — i I ------- ..►0'-0� FIN. FLR RIGHT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH 1441 N. RONALD REAGAN BLVD.j LONGWOOD, FL32750 PH: 407-774.8078 FAX: 407-774-4078 www.abdmlgngroup.com AA A: 0003326 J d a -LL MDIV. Ae LOT. 9L ABBOTT PARK LOT #32 BLK #11 PIROJECT 04181.006-32112 MODEL: 4EHB "2605-HAYDEN" GARAGE BWUM: RIGHT PAGE: RIGHT & LEFT ELEVATION „H'$ 60 MPH EXe. 61 Dw 04/19/21 SCALE: 1/4"=1'-0" B*tr.ET A4 H ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —G 12DV OUTLET 20 A9• SIN" POLE IIOV OUTLET IWV OUTLET N OF OUTLET WIPED TO SJnCN �OPI IIOV OUTLET a UIRED awRID FALL NMINA-1ER (TArPIR RESISTANT TYPE) "OV OUTLET (4)sees C00111 nCN M<r WATERPROOF OUTLET GRAINS FAIT S+rElaa•IER SUIITC14 SWITCW S-WAY OPER �4 SWIiCw 4-WAY OPER 1_ %1 I� IWLL MUKIID LIGWT CEILDYs LIGHT Q LED CLG LIGHT LED VAPOR Q VP PRIMP LOST O VP VAPOR FROM LI&W OQ R Crow CAN eVE4r. PAN I Cm PER S¢ rr. �T'►M/ Y9LtGM I --SO.- Y RR)(TUM TBD (EPIC'S SY 2•ELS W2tAP ® AROUD (RECESSED) "SLLD WRAP { 2' ei1bmeoENT 4' PLUOIesSCN1T p!'�1 a'�--e---�v-r G w TRACK L. Q PANEL 111101 PETER O SD. *10m DETECTOR ��®BSI rJtSL OdCJG YILNOEDIIES f'!-T I w I WALL FICWIED R101Q DMISMOR A&U-aamwe W-WjW2EE. CARM MONO= RROIe I>elteiae mm CR'BO SMALL ea A 0070#49 OP NOT LINT MEN 4• PROM WALL 1°®OANT LIGHT NATURAL GAS OUTLET ► 1Eu2MwC►E JACK Rl4TIR MAIM Tie tFuvetED AR CO DITIONEq SEE AL ON DIOCONKT TWO Jj4w I Q TEJVINON JACK CSILINS SOX REGUIRED TO an SUFPORIED N Q J-em ACCORD*= WV am MARGO AS SUCH efOR qL SOX IesG11 CILW PANLIHT TO N SUPPORIM N ACCORDANCE —SOX FOR I9AIRQD AS SuchPrr �.0 24• DrGICRSCWT LINT STRIP m� x'.DADIICWT LIGHT $TRIP nnnnonnnn 4V DOCA LENT STRIP TLCOD LIGHT W OPT. eEaeITY KEYPAD • P& nrow-euTTON FOR wlrns um PORT • LOCATION OF TV JACM 4 RNONE OUTLETS 4 PANS TO BE VERFIED a NICMEOUtER PRE -CONSTRUCTION rEETNG. • ALL S 4 20 AMP BRANCH CIRCUITS TO BE ARC PALT PROTECTED PER ELECTRICAL FWM$k W DIP BSA TTu IIIDITION r2070) 4 NEG 210J2 201T MffkX • 20 AMP DEDICATED LAU40W CIRCUIT. • GPI a ISLAND (NOT ON K4TCWM CIRCUIT) • DISHWASHER, OTCCN ECT TO BE LOCKOUT IN PANEL BATHROOM I WA ST PAN TO NAVE MN CAPACITY OP Be OM NTEWVrro R PER ELECTRICAL PROVISIONS OF SECTION MRW'13 RDCRlT41 MRIQ1 [20201 • LAUNDRY ROOT RECEPTACLE WALL pE 43ROUSD PALT CIRGIR•NTERR,t•TeR PROTECTION FOR PERSONNEL ON MINDERS • UM40 MTNOD SNA.L Me NON METALLIC CABLE PER ELECTRICAL POOVSIONO OF FEICK IT14 M (20201 • ALL WOW TO C40MMY U114 ELECTRICAL PROVISIONS CP TIE PSf� TNI M r20201 . e1.1 et•e.A t FETED BY INUILOM AND TM& OF LIM1,1111INIM MUST RGY @P 'rnuT TYME R FOR VENT OR MICRO PATIO F-- --- I I 0 DMG in umo ROOM ROOM - - I PRE -WIRED CLG FAN I I \J GIF L SWI \• _ BIa T CABINET OUTLET /TO2ND FL.FOROW U IL SWITCH (PAN. FE-1 `__=---- I ® GFI • 44' / ' -P$. FOP "P. G OPT.; GFI Sico OA 1 DOP FI - - 1 1 N III ��• FLEX r KEYLESS FIXTURE PRE -WIRED CLG FAN / PQi)� GFI ll GARAGE @9 p DOOR IUp1 Pis. FOR CHI - PORCH L — — — — — — — — — — — — — — — PREWIRE GARAGE PRE -WIRED CLG FAN BDRM. #2 /5OLLARD AS REQ. PER SLOG. CODE --------------------- �___-________--� COACH LIG44T FIRST FLOOR ELECTRICAL PLAN SCALEr 1/4' . P-m' L 1 LED LIGHTING C SINGLE LAV. BATH 4 W P Panel MAIN - A PANEL: 8118 rp crt. breaker VOLTAGE: 120/240V-1Ph MAIN: 15OAmp M.C.B FEEDER: 3- #1 CuTHAN & 1-#6 Cu (G) in 1 10 C. OR 3- #ZD AL TMNN & 1. #8 Cu (0) in 1 1/2" C. Wlro Pols akr p wwiro pram a -*Waft Dss# - Slr Pda %Mro W2 1 2D Eatsaa UG GRiirT Imo 1 2 Isp- #12 2 2D bi99bn Pump 100D 3 4 Spu. 5 e am mC.U. b z #8 Sp.m T 8 PANEL -A PANEL: 42 crL breaker VOLTAGE: 120 / 240 V 4 Ph MAN: 150 Amp M.L.O. FEEDER 3. #1 Cu THAN & 1- #B Cu (G) In 1 1Q" C. OR 3. #20 AL THAN & 1- k8 Cu (G) in 1 1/2" C. M. So D&'.o Mrrl. arcwt Gnam Weft D..dpd- Ir pd. Wlro 1 20 S d Appl;;; 1500 1 2 90m Rare• 50 2 N 1 20 NampaRel lioo4 GFI 1800 3 4 1 2D Sms4 Appl . 15W 5 e 4500 Wray H.ar m z mo 1 2i 1500 1 8 F01 1 20 dd Ra a.ws AFq 1900 9 10 1200 d GFl 20 1 012 1x0 BOtGFl adr 1200 11 12 1500 d.tawlwGPl20 1 #12 1 15 Foy.r/Wa AFq WO 13 14 15 sum pyrGFl w 2 MO 1 15 WN Rm lea, "W - On W. AFq m 15 Spam 17 1& Ism Ve GFI m 1 012 04 1 1 15 SO&CIO AFq 600 to 20 1000 G,10 D- GFI 20 1 #12 21 22 1210 / EA4e Us & AFq 21 1 .2 014 1 15 Bedlwrn / Ballroom RI 600 23 24 am Bemoan #1 AFq 15 1 014 M4 1 15 BYiam q AFq a00 Z+` 26 am B VAFa 15 1 m. #14 1 15 Bedroom N/ .6.4 NMe/ L.aAFCI WO 27 25 1" 2n9Fba lbe a'ID2nr RLN)WnAaO m 1 N2 wz 1 m .oar o.a GFI 1000 2e 30 10p0 wod.oy m 1 nz Sp - Span 8.11 334 Bpac. 35 35 ya.. 3p.ro 37 38 spec. a 2 35 AA; A.H.V. (Ihrar5 KVA.1 lE% 55x5 W 41 42 Spec. Load ad to een.rq Ada almWlars/tlro 17e00 2Ta00 U-1s wtoh -1 pcla.alwl.ems)Nm Dwand Facbw a u ons: ABBREVIATIONS: AFSI: ARC FAULT CIRglrt NlERR1PIER NC: NONICOIN (DENTLOAD OR: GROUND FALLT N MRRUPTER TaW Imo suNsd ro dena�a Ada 4550o ' AW 40ODD WaWs a 1OD% 10000 Rem vetls r 40x 1420p Ttl.l NC lo.d 11755 LOAD CALCULATION 18 BASED ON AC NON -COINCIDENT LOAD TdO C—dW L W.It. 359% Told Amaa(Vatt. / 240w1ts) 14a9 General Lighting & Race table Loatl Tdd A/C Saa. Fee 2005 7815 ISHre 3 at65VWL' Nat 100% 195 Gnerol 8010 Clink To 1M G—I Ue & Rw Par A 11 728 8010 pFIELD VERIFY PROVIDE 34/0 CU. TNUN a Ala CU IN 2' CONDUIT OR 3 % 0 AL, TN WN • PS CU IN CONDUIT OR 2/4 AL SEA (CONDUIT TO T001NATE ABOVE SCMT • OVER4*W GFI IRRIGATION 150 AMP ELECTRICAL RISER OUTLET • 49' APP. NOT TO SCALE. COP BNAIION SE EDGE SO A T DISCONNECT SW1Tw AND ITOg40 YOL.T GENERAL NOTES,M ELECTRICAL MATERIALS AND INSTALLATIONS SHALL CarLY WETW ELECTRICAL PRDNMONS OF THE POM In4 ELECTRIC FEITER IN I RUSE NEMA SR ENCLOMII! PAEL EDITION CNMA LOCALAL 0 QS, AD ALL LOCAL POWER COMPANY PECUIPIEM B. ALL COIDUCTOR6 SMALL BE TYPE THINRN N tSLEW SOMA NOTED OTNimma GRAOE PROVIDE e0 AM! W440 VOLT, I RUSE SECO DARK ELICTIICA. SERVICE P111101rIDR s 1 COPPER (CW N 1•102" DU SCHEDULE 80 PVC COIL WR OR PROVIDE S Oro ALL~ (AL) N 2" DIA SCNED" SB PVC CONDUIT UNLESS SERVICE IS PROVIDED BY TIE ELECTRIC CCI'1PANT. COCMNATO MTN RE ELECTRIC IELEPHOM Mwcg CABLE TE.IVIBM "Immt2d aBtvw'[B+rNtANCE 12ta#R11114T y y BOARII♦NT NTEREYSTIM BONDING TIII'ENAL AT LOW VOLTAGE CONNECTION& 1 A4 CU SERVICE GROU10 CONNECTED TO C24CRER ENCASM FDOTER STEEL PER ELECTRICAL PROVISIONS OP TM Pam mw EDITI@L12E2Ei SN' DU X I PT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774 6078 FAX 407-774-4078 www.abdosigngroup•com AA #: 0003325 J 1 R 4 00 DUS30 ABBOTT PARK LOT #32 BLK #11 PROJECT 04181.0 6-32112 11,111 i 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN 60 MPH EXP. 3 DA E: 04/19/21 wcALE: 1/4"=1'-0" SHEET E1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES eMY OUTLET 20 AMP SMLE POLE IIOV OUTLET IICV OUTLET N fQ CUTLlT WAND To swum ON IIOV OUTLET WaXOD MUSIC FANL (rANMF7Et NENNOTA T REmerANrTTPE) 220V OUTLET (4) W E COREOTION y�p OFI off W4Mr4WOF OUnzT GROUND FAULT NTERIIrT[R SWTCN OUTC 4 3-WAY OPER $4 SWTCH 4-WAY OF-Vt �. l WALL MOLNTED LOW CEILN6 Lh WT © LED CLG Lrd4T ©vp MO L�ISNT O vD VAPOR PROOF LIOHT ORSCESMD CAN ® VOlr. FAN I OM PER sa Fr. VENT. FAN W/LWHT I OM POR Sa FT. V FD(nME (SPOOL DY MULDER)'-MULD WRAP ® AR"O (IRECESeED) FLUOLLISBCENT 2ARWO (eVRPACE MNTJ J' RJNORESCE/T 4' FLUOINACM W—�•�i 4' TRACK LISI(T m PANEL own METER OSD. sm" DL'TaaTOR fYG.HlOGYISE ITT 1 w• I WALL MDWTED SMOKE DETECTOR D.rT. S4O[.NP EL69620K ®Mpa 6/CO came Dl1BCfOR INTER -CONNECTED MALL OE A OUNTMICE OF NOT LEN T/M 4' PROM MALL FT&OANT LAW (1\ NATIMAL OM ► TELE%4M JACK 1-6 Ofeco MUTER DeOO NlCT AIR cacmOltN& ea Aw cN DlecaRacr TlLSVDIO/JAGX ClkND JO J•DO( TO DE SUPPORree N ACCOICANq WV DOD( MAN= AS SUCH FOR CE3.Ne DOD( PIEQUVIEC CEILM FAX&MW To DE SUPPORTED N ACCORDANCE RU e0X MARKED AS K CW FOR >zaan 24' HOANDESCINr LOW STRIP ennnnn 36' NOANDEBOW LISHT &TRIP nnnnonnnn 4w NCANDROCENT LWNT &TRIP ROOD LIaIT KP OPT. SNOUNT( KEYPAD FQ PD. pubwouRON FOR OD'!S We POI( • LOCATION OF TV JACK& ( PHONE OUTLETS R FANS TO DE VERIFIED • HOMEOIIER PRE-COMTRUCTION MEETNO. • ALL D 4 20 AMP DRANCN ONOAT! TO DE ARC FAULT PROTECTED PER ELECTICAL MWVISIOTN Or • 20 AMP DEDICATED LAW40W CIRCUIT. • GR • ISLAND (NOT ON KNTOEN CIRCUIT) • DRM mUlmn DI&COF 4ROT TO DE LOCKOUT N PANEL • DATHROOM EXHAUST FAN TO HAVE MN. CAPACITY OF 00 C M INTERMITTENT PER ELECTRICAL PROVINONS OF ONCTICN MD0T3 FOG! TTI.I EDRIdi t2Ee0). • LAUNDRI' ROOT RECEPTACLE SDIALL DE GROMD FAULT CIRCUIT-NTERIERERR PROTECTION FOR FORM .MIL ON FEEDERS wR&a METHOD ewa.L BE NON METALLIC CABLE PER ELECTRICAL PROVISION& OP FECR TTW ED t202e2 • ALL WOW TO COMPLY WTH ELECTRICAL PROVISION OF THE POOR TT( ED (]E'J02 . AI AMM I. v*s eY OLI DPR Y10 ma (s LtYRats FN&T et< NaROr wwICIr9,R TT'PE PER EDFICs4tGY) 2dJe_ TU EDRId Pod" i I L_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I SECOND FLOOR ELECTRICAL PLAN SCALE, 1/4' " 1'-0' m6mmmix'y(m M�m LED LIGHTING @ DOUBLE LAV. BATH R3 LED LIGHTING C�? DOUBLE LAV. BATH -1 d N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 MEN o% IpR uni)rV. Se LotABBOTT PARK LOT #32 BLK #11 OJECT# 0418 .000-32112 IWDZLA 4EHB "2605-HAYDEN" GARAGE 81rMG: RIGHT p SECOND FLOOR ELECTRICAL PLAN 60 MPH E DA � 04/19/21 SCALE: 1/4"=1'-0" 8HEET E2 i `- � --------------J SECOND FLOOR PLUMBING PLAN SCALE: 1/4 " V-0' FIRST FLOOR PLUMBING PLAN SCALE: 1/4 " P-0' d N. RONALD REAGAN 8l LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-774-4078 www.abdesigngroup.com AA B: 0003325 04 y a SvaDsv- & LOT: ABBOTT PARK LOT #32 BLK #11 PROJECT 04181.006-32112 MODEL: 4EHB "2605—HAYDEN" GARAGE awnda: RIGHT PAGE: PLUMBING PLANS 60 MPH EXP. MAIN DATE: 04/19/21 sCALE: 1/4"=1'-0" BI;EET PLUMBING RISER DIAGRAM Pi 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 SMALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAS 4 MASTIC. AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603, 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL. BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO PBC 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. 8. 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 SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILNG OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO t'FG. RECOMMENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH OBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS, LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK BROKEN LINE- RETURN TRUNK l BALANCNG DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL HOSE: HVAC TO HAVE PROPER PANS W/ DRAINS >ALL ATTICCEILING EXTERIOR WALL PLENUM T y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP y OR EQUAL AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE SECURE STRAP TO UNIT W/ (2) EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB 4' CONCRETE BLAB fSXI 1/4' SHT. MTL. SCREWS T REFRIGERANT LINES TO CONDENSER UNIT PLATFORM RAN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE CONNECTION TO PAD AN APROVED DRAM,PER CR 1T14 EDITION (2020) POOR NOTE: MAIN COND. DRAIN 3/4' DfA MECHANICAL BLDG. CODE SECTION 301]4 OVER HEAD • 12' FROM STRUCTURE HVAC DRAINS I - - - - a I I I DiNiNr 14' FROM OM I ABOVE BEDROOM #2 I�-------+---------- - 1 12X8 12X12 I� 14X6 ------ 11 PASS - t �I II THRU � D' I------------------- I I----�o . - -X ,I I KIT HEN I I t gTOR• I l f I 0 CLIP i 12X8 - SX - �� S' WA FROM ABOVE � III �11 9X9/rim FOYER III ul /Q P RCH SGORIATED NICKEL ///---FIN. FLOOR I BRONZE FL. PL. / OR WALL COUNTERSUNK CA. PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REG IRED WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYP. N FIN. GRADE OR PAVING SEE SPEC. I'-S'XW CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED nEXT. GROUND CLEAN -OUT (TY�P, GARAGE FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 • I'-0' IN • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA $: 0003325 n till � r 11111 lV ABBOTT PARK LOT #32T 11A BLK # PROJECT 04181.006-32112 MODET. 4EHB "2605- HAYDEN" GARAGE 9`11111MG: RIGHT PAGE: FIRST FLOOR MECHANICAL PLAN 60 MM EXP. ------------------------� SECOND FLOOR MECHANICAL PLAN Br -ALE: 1/4 " I'-gY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003326 g d 6IIIJ BvsDiv as LOT: ABBOTT PARK LOT #32 BLK #11 PROJECT 04181.006-32112 MODEr1 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: SECOND FLOOR MECHANICAL PLAN 60 MPH E DAR . 04/19/21 BCA=: 1/4"=1'-0" MIZET M 2 2X4 TOP PLATE 7 "Z PRE -FAD TIMM LT(IF Cm a WRAP • W. IiN7 GOAT IR' CLG. DOARD N;= A � STRiCnIlllmL MR onlo=Y TO RCM'OI NAeopw 2ri P.T. W ATTACHED TO FILL NOTE: STUDS IN CULL AS Pew PARTITIONS SUPPORTING A ma IW DRYW.ALL WALL HUNG PLUMBING cruc.w IS& "ALoff FIXTURES AND WALL BACKER Roo 1441 N. RONALD REAGAN BLVD. 5' PA SOLVE, WEATHER STD LONGWOOD, FL32750 CABINETS SHALL BE NOT DO NOT CUT / aaHroRoru- 1112=110A" PH:407-774-6078 LESS THAN 2x4, WHERE cru Ut� ARQU�V (BY oomrw i FAX 407-7744078 2X4 WOOD SPACED NOT MORE BOND BFFAM NOT Wi a.,,r,i4 eD, www.abdesigngroup.com SECURE ST. AA N: 0003328 STUDIO -24' THAN 16' O.C. OR, NOT SOLID GRCUT THE 1500 roeD -AM PLATE TO BEAD CALY. �TQLOC UY (U-'a OEAM OVlR4CAD DOOR W/ Val MASONRY LESS THAN 2x6, WHERE NAIL - 32. O.C. SPACED NOT MORE M` THAN 24' OZ. (2) C(A~ _ -- .Ro�AL �, a Rr K' TRACK I, mIr tl4 . ro woa� TRACK BRACKET& BY O 14" GLAD wFRm>cr APPROVAL RIM ®-® 2A PIPE THROUGH BOND BEAM - FIN. FLR SCALE,3/`'�P ° 2 GAS LINE THRU BLACK 3 GARAGE DOOR JAMBS D1 SCALE: I I/2'.I'-0' D MTYP. INT. WALL (NON—BRG.) D1 SCALE, 3/4'.I'-0' FIBER's1.A88 SHINGLES WITH UNDERLAYMENT FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER PBCR Nil ROOF SHEATHING 2X4 SPF 24' OL. MAX. SECURE W/ (2) t2d NAILS - EA. END 2x BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLE& WITH UNDERLAYMENT AS PER FBCR 908.U. ROOF SHEATHING THICKNESS AS PER SHEET SNI a FIBERGLASS SHINGLES THICKNESS AS PER AS PER SHEATHING 908U.1. PER STRUCTURAL DETAILS SECURED PER WITH UNDERLAYMENT 8HEET SNL SECURED PER AS PER FSCR 905.1U. ROOF SHEATHING FASTENER SCHEDULE ROOF SHEATHING THICKNESS AS PER FASTENER SCHEDULE SHEET OWLTHICKNESS AS PER STIFFSACK AT ALL UPRIGHTS SHEET SNI SECURED SECURED PER PER STRUCTURAL DETAILS PER FASTENER 5/S' GYPSUM BOA FASTENER SCHEDULE MTL. DRIP EDGE MTL. DRIP EDGE SCHEDULE STRENGTH CLG. 2x FASCIA PER MAX—PRE-ENG WD. TRUSS Ax 2x FASCIA PER N BOARD REFERENCE ELEVATIONS O ELEVATIONS W STRUCTURAL VENTED SOFFIT PER ELEVATION VENTED SOFFIT PRE-ENG TRUSS SEE ENERGY CODE FORMS PRE-ENG TRUSS WALL SHEATHING CONT. 2x RAT RUN SECURED PER O FBI! INSULATION R-VALUES THICKNESS AS PER STRUCTURAL DETAILS WALL SHEATHING = MTL. GRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE SEE EANTEION CODE FOR SHEET 8NL SECURE PER THICKNESS A8 PER 1,_®. PER ELEVATION FASTENER SCHEDULE PER ELEVATION SHEET SNI. SECURE PER 2x FASCIA PER TYP. 2x FASCIA PER ON SWEET SNI FASTENER SCHEDULE a� ELEVATIONS oN, ELEVATIONS 5/6' GYPSUM BOARD OR I/U' BLON SHEET SNI. R-4.1 INSULATION PRE-ENG. GAME TRUSS HIGH STRENGTH CLG. BOARD PRE-ENG, GABLE TRUSS VENTED SOFFIT VENTED SOFFIT WEEP SCREED WINDOW ATTACHMENT WEEP SCREED AS PER MANUFACTURES 2x P.T. SECURED PER 2x P.T.SECURED PER SPECIFICATIONS STRUCTURAL DETAILS R-4.1 INSULATION STRUCTURAL DETAILS REFERENCE WINDOW ATTACHMENT AS PER STRUCTURAL MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING STRUCTURAL STRIPS - 24' O.C. THICK, 2 COAT PORTLAND IX21/2' P.T. FURRING S• CMU CEMENT PLASTER APPLIED STRIPS Or— I/Z• THICK, Z GOAT F'ORTLAND DIRECTLY TO MASONRY I/2' THICK, Z GOAT 1/2, YP. UA-.•SD. CEMENT PLASTER APPLIED I/!' GYP. WL. BD. , GIMJ DIRECTLY TO MASONRY UlODf7 BASE TER APPLIEND WOOD BABE DIRECTLY TO MASONRY I 0'-0' FIN. FLRh • ' ' F — 0-0FIN. LR W-C' FIN. FLP. 0'-0' FIN. FLR B' GMU a ROOF SHEATHING THICKNESS IS ROOF SHEATHING THICKNESS IS ENGINEERED PER AWE 1-16 IN ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 ACCORDANCE WITH FBCR 2020 ITH EDITION, SECTION R301.13 a ITH EDITION, SECTION R301.13 AND 160TIB.1. AND 1609.5.1. W/ WINDOW OPENING TYR WALL SECTION W/ WINDOW OPENING TYP. WALL SECTION n H B NO OPENING NO OPENING NOTE: NOTE: METHOD TO BE USED FOR THE METHOD TO BE USED FOR THE SLJHDIV. do LOT ABBOTT PARK LOT #32 BLK #11 PROJECT 04181.006-32112 MODEL: 4EHB "2605— HAYDEN" GARAGE I TfMG: RIGHT PAGE: DETAILS 60 MPH EXP. 5 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF r611—STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE: 3/4'.r-°' UNDERLAYMENT IN ACCORDANCE SCALE, 3/a'.I-® UNDERLAYMENT IN ACCORDANCE WITH FBCR 500.1.1.1 OF THE FBCR D1 WITH FBCR 905.1.1.1 OF THE FBCR ' 2020 ITH EDITION IS 04 WHICH USES 2020 ITH EDITION IS 04 WHICH USES (� (2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM D4869 TYPE III TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. NO 93723 DATE.'. 04/19/21 IACALE: 1/4"=1'-0" 81MET k. D1 FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W5.IJ. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG WO. pER FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 9 bJJ. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG WO.T ER 24' O`C. MAX LEEVATION 24' O.C. MAX. LEV TION METAL DRIP EDGE METAL DRIP EDGE GATT INSULATION BATT INSULATION 2x FASCIA PER REFER TO ENERGY REFER TO ENERGY ELEVATIONS CALC , FOR VALUES 2x FASCIA PER CALCS FOR VALUES VENTED 0, o.H. 5/8' GYPSUM BOARD ELEVATIONS o 5/8' GYPSUM BOARD 80FFIT TYP. OR 1/2' HIGH STRENGTH TYP. OR 1/2' HIGH STRENGTH CLG. BOARD VENTED CLG. BOARD FENCE RERE Ix2 FIRE -STOP SOFFIT IX2 FIRE -STOP STRUCTURAL -4.1 INSUL. REFERENCE STRUCTURAL 4J NSUL. Q w w WINDOW ATTACHMENT w AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL 3/4' T 4 G SU15FLOOR GLUED AND NAILED m 3/4' T a G SUBFLOOR AS PER NAILING I/2' THI GC 2 COAT IV GLUED AND NAILED 1/2' THICK, 2 COAT SCHEDULE PORTLAND CEMENT Q w AS PER NAILINGCEMENT SCHEDULE E PIASTER APPLIED PLASTERAPPL ED DIRECTLY TO w DIRECTLY TO MASONRY m R MASONRY w R DC2 RIRE-STOP LEVATION IX2 FIRE -STOP LEVATION SEE STRUCTURAL SEE STRUCTURAL JPER R LEVATION EVA 5/S' GYPSUM BOARD 5/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. OR 1/2' HIGH STRENGTH BOARD CLG. BOARD ER — 17LEVATION IX2 FIRE -STOP IX2 FIRE -STOP R-4.1 NSUL. R-4.1 INSUL, WNDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS --REFERENCE STRUCTURAL 1/2' THICK, 2 COAT IR' THICK, 2 COAT PORTLAND CEMENT PORTLAND CEMENT PLASTER APPLIED P.T. FURRING PLASTER APPLIED Ix2 P.T. FURRING DIRECTLY TO STRIPS • 24' O.G. STRIPS 24' O.G. MASONRY S• cm DIRECTLY TO 8' cm 1/2' GYP. WL. BD. 1/2' GYP. W-. BD. WOOD RASE IX2 FIRE -STOP WOOD BASE IX2 FIRE -STOP m a: L E ~ a 4'. 4. n W/ WINDOW OPENING WITHOUT WINDOW OPENING SECONDYFLOOR BLO K BLOCK SCALE. 3/4'.I'-m' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.8078 FAK 407-7744078 www.abdesigngroup.com AA 8: 000332b b a ABBOTT PARK LOT #32 BLK #11 PROJECT 04181.006-32112 MODEL4 4EHB "2605- HAYDEN" GARAGE DWDgG: RIGHT PAGE: DETAILS 60 MPH EXP. 23 D MI 04/19/21 OCAL.E: 1/4"=1'-0" aHEET D2 2X6 P.T. • CENTER OF DOOR HEADER SECURED WV (U V)• X 6' J-DOLT WI 4' MN EMBEDMENT W 2' X 2' X 1/8' WASHER 4 NUT OR WV (2) V2' X 6' ANCHOR DOLTS W/ 4' MIN. EMBEDMENT W/ 2' X V X VS,' WASHER NUi It SECURE 2K TO SLK 6V D 1N V4' TAPOONS 1 1/2' EMBED. S' Or: 4' END DIST- 1 1/2' EDGE DIST. Ic 90 R 2X6 GARAGE DOOR DUCK SECURED WV (5) 1,12' X 6' J-DOLT OR ANCHOR DOLTS, WV 4' MK EMBEDMENT, W/ 2• X 2' X IBM WASHER 4 HAT. (1) WITHIN S' OF TOP. DTM, D EVENLY SPACED. Sf A� ® e tE NOTES. ALL ANCHORS SMALL BE IN ACCORDANCE TO MANIVACTUREWO INSTALLATION INSTRUCTIONS WilE1E Aril INAT141)CTIONB ewe V10111E ATRIItl GARAGE DOOR ri1BUCK ATTACHMENT 4CIL6 Vl- 2X4. M 2X4, m 2X4, M SECURETO BLOCK W/ SECURE TO BLOCK SECURE TO BLOCK W/ 346' TAPCONG (MN1 W3AW TAPO" (MR V4' TAPCONS (MN. 614ANK 612E J46 MIN. SHANK 61ZE J45 MK SHANK SIZE J45 MN HEAD SIZE 300 HEAD 612E 300 HEAD SIZE J00 MN EMBEDMENT 1 1/41) MN. EMBEDMENT 1 1141) MN. KlMEDM 04T 1 1/4') WITHIN 6' OF EACH WITHIN 6' OF EACH WITHIN 6. OF EACH END 4 W O.C. MAX END 4 0. Or- MAX END 4 W OG MAX 6PACRW- SPACING. SPACING. 2X6, ® 2X6, m 2X6, SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK WK2) 3/16' TAPCON6 W92) 3/16• TANGOING WK2) WK2) V4' TAPCON6 (MK (MIR SHANK SIZE J46 (MN. SHANK SIZE." SHANK SIZE J45 MN MN. HEAD 612E 300 MK HEAD 612E 300 HEAD SIZE 300 MN 6' cm MN. EMBEDMENT 1 V4') MK EMBEDMENT 11,141) EMBEDMENT I VW) WITHIN 6' Q EACH END 6' C'1U WITHIN S' OF EACH CND 6' CMNJ WITHIN 6' Or EACH END I/2' DRYWALL 4 W Or- MAX 6PACING. 4 IS, Or- MAX GPACNG 4 IS' Or- MAX 6PACNG. 6' CMNI 1.4 P.T. OR S/4'X4' MR la'DRYWALL LW DRYWALL VJ, DRYWALL SECURE THNNU PRAMS 4 I'X4' 2XI% ® 2XI% ® 2X6, cm EMEND 1-V4' INTO P.T. NAILER WEQSWE TO BLOCK 1'X4' SECURE TO BLOCK ❑ I'X4' eEQMlE TO BLOCK I7C4' BLOCK W/ 3A6' WK2) 3/16' TAPCO" 92) SAW TAPCON6 WK2) 1/4' TAPOONS P.T. NAILER P.T... NAILER P.T. NAILER TAPOONS DOOR CASNG MN. SHANK SIZE J45 1/W' OAS. X 4' MN (MN. 6HAK SIZE J45 DOOR CASINd (MIN. SHANK SIZE J46 MIN GNAW 612E .b16 MN HEAD SIZE 300 MN HEAD 61ZE JIM MN. HEAD SIZE 300 1/16' OAS. X 4' MN MIN HEAD SIZE 300 MN. EMBEDMENT 11/4') DOOR CASING MN EMBEDMENT 1 V4') MN EMBEDMENT I V4') MN EMBEDMENT 1.1/4' WITHIN P OF EACH END WITHIN 6' OF EACH CND WITHIN 6' OF EACH END DOOR CAAM WITHIN 6. OF EACH CND DOOR JAMB OR WINDOW 4 W OG MAX 4 W Or- MAX 4 D' O.C. MAX 4 IS' OG MAX 6PACW6 DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW ATTACH 70 2X PER SPACING. DOOR JAMB OR WINDOW WPACRJG. SPACING. MANIFACTURES DETALS. ATTACH TO 2X PER MANFACTURES DETAILS. ATTACH TU 2E PER ATTACH TO 2X PER MANUFACTURES DETAILS. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 1149 DOOR JAMB TO BLACK +3/4" OR +5/4" 11IND01► TO BLACK +3/4" OR +5/4" 2X4, m SECURE TO BLOCK W/ 3/16' TA^CON6 MK SHANK 612E .145 MN HEAD SIZE 300 MN EMBEDMENT 1 1/47 WITHIN 6' OF EACH END 4 IS, OG MAX SPACING. 2X6, SECURE TO BLOCK W/(2) 3/K' TAPCONS MN SHAK SIZE J45 MK HEAD SIZE 300 MK EMBEDMENT 1 1/49 6• QMAI WITHIN 6. OF EACH END 4 D' OG MAX 6PACNG. V/' DRYWALL 2XM ® ❑ I•X4' SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAPCON6 MK 614AK SIZE J45 DOOR CASING MK HEAD 61ZE 300 MN EMBEDMENT I V4') WITHIN 6' OP EACH END 4 W O.G. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MA IPACTURE6 DETAILS. NOTE, SHIM AS, NEEDED TO.PLUMB JAM JA(DO NOT EXCEED V4') DOOR JAMB TO BLACK +1 1/2" /\1/INDOII TO BLOCK +1 1/2" `f4wRRN NOTE, SHM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLACK +1 15/18" r11�NDOlI,TO BLACK +1 15/18" 2X4. m SECURE TO BLOCK WV 3/16• TAPCONG MK SWANK 612E .145 MN HEAD 612E 300 MN EM15EPMEW 1 V4') WITHIN 6. OF EACH END 4 W OG MAX SPACING. NOTE, STRUCTURAL 2X MUST SE 2X6 ® ON OUTSIDE 4 6ECNRED 61CLM TO BLOM TMROMW NON-STRUCTURAL WK7) 3/16' TAPCON6 3A6' TAPCON MR 1414' (MN SHANK SIZE .145 EMBEDMENT INTO BLOCK MN HEAD 612E 300 MN EMBEDMENT I V4') UT14IN 6' OF EACH END 6' CM 4 IS' OG MAX SPACING. 14' DRYIUALL 2X& ❑ BLOCK WKV I'X4' 3/1 9MTO WKTI ' TAPCON6 P.T. NAILER (MK SHA , SIZE J45 DOOR CAGING MN HEAD 61ZE 300 MN EMBEDMENT 1 1/4') WITHIN 6' OF EACH END 4 S' OG MAX SPADING. DOOR JAMS OR WINDOW ATTACH TO 2X PER MANFACTURE6 DETAILS, NOTE, SHIM AS, NEEDED TO PLUMB JAMS (DO HOT EXCEED 1/49 DOOR JAMB TO BLACK +2 1/4" n1/IND01f TO BLOCK +2 i/4" NOTE, SHIM AS, NEEDED TO PLUMS JAMS (00 NOT EXCEED 1/49 DOOR JAMB TO BLACK +3" rltlixnOw �eO_ernrrr }v^ 2X4, m SECURE TO BLOCK W/ 3/16' TAPCON6 MN SHANK SIZE J45 MN MEAD SIZE 300 MN EMBEDMENT I V49 UNT14N 6' OF EACH END 4 IS' Or- MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SECURE TO BLACK THROUGH NON-STRUCTURAL WK2) 3/16' TAPC." 3/16' TAPCOM MIN. 1-1/4' MN 614AVC 612E J45 EMBEDMENT INTO OLD= MN HEAD SIZE J00 MN EMBEDMENT I V4') 6' CMWITHIN W' OP EACH END 4 IS, Or- MAX SPACING. 1,12• DRYWALL 2X6, ® Q VX4• SECURE TO BLOCK P.T. NAILER W/(2) 3AW TAP02IN6 DOOR CASING (MN SHAK SIZE A& MIN MEAD SIZE 300 MN EMBEDMENT 1 1,14') 4 WITHIN S' OF EACH END 4 IS OG MAX SPACING. NOTE, SWIM AS, NEEDED TO PLUMS JAMB (DO NOT EXCEED V4') 71� 2X SECURE TO STRUCTURAL MEMBER WK2Jtld WITHIN 6' OP EACH END 4 6' TO 6' OG MAX DOOR JAM IS OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, DOOR JAMB TO BLOCK +3" OENPL20Arno( 4.4" NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 114') DOOR JAI® TO BLACK +3 7/15" g ww11 TO BLOCK +3 7/15' 2X4, Ell SECURE TO BLOCK WV 1/4' TAPOONS MN SHANK SIZE J45 MN HEAD SIZE 3" MN EMBEDMENT 1 VW) WITHIN S' OF EACH END 4 W OG MAX SPACING. 2Xb, SECURE TO BLOCK W/(2) VW TAPCON6 (MN SHANK SIZE .Mb MN HEAD SIZE 300 MN S'DEDMENT 1 1/4') WITHIN 6. OF EACH END 4 B' OG MAX ePACNr. 2X6, SECURE TO BLOCK WK2) 1/4' TAPO" (MK SHANK SIZE I MK HEAD SIZE 300 MIN. EMBEDMENT 1 V4') WITHIN 6' OF EACH DO 4 16' Or- MAX SPACING. NOTE, STRUCTURAL 2X MUST DE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 3/16' TAPC0N MN 1414' EMBEDMENT INTO BLOCK IJ 6• cm 1/2' DRYWALL El I'X4' P.T. NAILER 1' P.T. X 4' MK II�J' DOOR CA6NG DOOR JAMB OR WINDOW ATTACH TO 2X PER MAMFACTURE6 DETAILS, NOTE, 614IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1,149 DOOR JAMB TO BLACK +3 3/4" r1*INR0W TO BLACK +3 3/4" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 ww W.abdesigngroup.com AA N': 0003325 h a Q b 4n W E O x 8UDDIV. Se LOT: ABBOTT PARK LOT #32 BLK #11 FR.OJIEOT 04181.006-32112 MODICU 4EHB "2605-HAYDEN" OARACiffi 8WMQ: RIGHT PAGLC: DETAILS 60 MPH PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL 8 MANUFACTURER CATEGORY DESCRIPTION CODE VERSIONPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT, COMP. WOOD CONNECTORS 2020 FBCR 8/31/2022 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 F8CR 12/31/2021 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.22 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 104S6.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 104S6.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 P10447.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/2Z/2023 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 . SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 104413 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/2Z/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 1053L20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 20531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 1Z/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 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17969.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-R5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 1S279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 1Z/31/2021 23956S 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 12/32/2021 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 8/17/20ZI 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 1Z/31/2024 159.1 CASTCRETE STRUCTURAL UNTELS 2020 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITIONS BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 03/11/2021 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA S: 0003325 G -LLL 9 N W 0 BUDDIV. &LOT ABBOTT PARK LOT #32 BLK #11 PROJBCT# 04181.000-321 2 ]MODEL:• 4EHB "2605- HAYDEN" GARAGE 8WING: RIGHT PAGE: PRODUCT APPROVAL LISTING 60 MPH EXP. PRINT 04/19/21 DATE: SCALE: 1/4"=1'-O" SKEET D4 PRIP0141'7ED CONTROL JOINT ILANGE OF CONTROL JOINTS Td BE WIRED TIED TO LAIN - S' OL. MAX (VERT.A NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS jBEYOND EXCEPT STAPLES IW MAY BE USIM TO TEMP SEO3iE CONTROL JOINT. DURING INSTALLATION —\ FASTENERS TO BE SPACED • T O.C. MAX VERTICALLY IiRA87�eR3 COAT CEMENT Ii LAYER -2, FORTIFIBER / BULDING PAPER APPROVED METAL LATH PASTENED *T' (VERT.1 O.C. MAX AT SUPPORTS UM LAYER al, STUCCO WRAP UOOO 814EATHMG (7� IZZZ/W������� 0 LATH SHALL BE CONTINJOUS JOINTO W BE 6T BUT DE STOPPED A � TIED AT EACH SIDE. PRONDE 2X4 OLOOCING PER ASTM CI063 PLACED PLAT MA).L 6' TO V PROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON t FASTENERS RJ FOR LATM TO OR NAILS OR— i / 6TCTURAL STUD STAPLES IN C21MIANCE UV ASTM CW63 2. WIRE TIES TO Be (NO. 19)OD411V WRE / 3. OLOOCING SMOUN MAY DR IN ADDITION \ TO WALL STUDS RIMMED PER PLAN O"M" TYPE CONTROL JOINT OLR7LD NWVp-R.A OLKLD-- Pr. A 2. CRIll - PT. 6 A CIOAN - Pr.O cop W OLPOLD Na1Yp-R.A v clfAr - PT.8 PCLD A6 OLPOLD WIMO-M.A v aeAee • M. e 2. CiIEAeE . Pr. C 41OLD Pt. C ovma Pr. 0 TILL Pr. C Tar,14" ecrtal eLANa. ATa r 0 .arts, ILA"a° .'.'. ![AL FCIA. QQ tfaL art. k TwIOC 3 COAT CEMENT PLASTER rtRAMt W I COAT Ces(r PLANTER (CPU BUILDING PAPER (FwA E O Y) r-Wm LAYER at STUCCO URAFNRAME <J ,—LAPLAYMGPa 000~ ovm NAWatl FILM= MOP All BCletaola .+ al4L PLANWM 011 T L tlNa 7 (KE MAG p AT O01701M O' ION` a MAIN. WIpM=100 PAGMA NEAP Nam, APPROVED OUILOW4 WRAP SHALL DE LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL E'D61 4 6' - HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FOWSEAMS DTO BE T TAPE F / I' MNL L— - h6TAL LATH \ LATM VERTICAL. LAP TO DE M METAL LATH UM LAYER 9, SnNcco WRAP -'MN Y / YAm LAYER -2, FORTIFlBER - BUILDING PAPER I 2 eA Er I ++` IIoA' . D � 1 10111 NOTE, SIDE LAPS OF METAL PLASTER DARES SMALL BE SECUIlD TO FRAMING MEMBERik THEY SMALL DE TIED DETIIlEN SUPPORTS WTM DO411i (191-MM) WRE AT INTERVAL8 NOT MORE THAN V (22S-MM). AS PER ASTM C1063. ® K I C KO UT OR ,REPAIR OF TEARS INWRn LAYERS, TEARS DETAIL MAY HE B11 PATCD wnNOIJeE WRAP TAPE PER MAMIF. SPEC. OR PEEL 4 STICK j- THIC R3 COAT CB -ENT METAL LATH UNM LAYER 4. POW( BElt BUILDING PAPER WRO LAYER -1, STUCCO WRAP INSTALL FASTENERS (CLIPS; STRAPS, STAPLES) AS REWIRED TO 6eOJRE PIPE/ WRE TO FRAMING WPM LAYER 4, FOW040 t BULDMG PAFER METAL LATH 6'xi' SW-ADFERRIG MEMBRANE PLASHING OVER APPROVED FiOWE UR.4P. PLANNING TO EXTEND ONTO PIPE WXW SELF -ADHERING MEMBRANE PLANNING OVER APPROVED HIOUSE WRAP. FLASNMIG TO EXTEND ONTO MPE CENT. BEAD OF SEALANT AIR CC COATING OVER STUCCO/ (GEE TYP WALL SECTION) / WOOD SWATHING SECTION PER SECTION bilhill"Ill laid ?nor oae of poNand cement plaeoer ahell comply with the application rZ.mam, of ASTM C 92618b. Installation of-xlenor lathing and framing atoll comply with ASTM C 1063-19a. or ASTM 1787. 4N4' SELF -ADHERING MEMBRANE FLABMMG (COMPATIBLE W/ MOUSE 4 r WRAP MATERIAL)ONER APPROVED NO" gRAP FLASMM6 TO EyfIF_ND ONTO PgPE WOOD STUDS V OR LEW PIPE PENETRATION SHEATHING BUILDING PAPER v nit LAP 6TIJCCO alp . � R CUT AND OVERLAP ONE 61 OF SELF -ADHERING MEMBRANE WOOD SHEATHIWa OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) d' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) 'METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WA-L SCREED Z 5'X5' V TYPE CONTINUOUS Z GALV. METAL FLASHING in (NAIL TO ROOF DECK, NOT WALL SHEATHING) - CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF ROOF PER ELEVATIONS O"L" FLASHING N.T.S. k�� LEGEND DRAINAGE PLANE (WR5 LAYER *1, 5TUCCO WRAP) WR5 LAYER *2 (FORTIFI5ER 5UILDING PAPER) 6Sr6' CI DMOMPAATIBTO MEMBRAHE PLANNINGM ((CLE U4 HOUSE WRAP MATERWL) OVER 4'F4' R SELF-ADHENG MEMBRANE K-49WMG OVER APPROVED MOUSE IURAP. FLASHIM TO EXTEND ONTO PIPE CUT AND OVERLAP QE SIDE OF SELF -ADHERING MEMBRANE PLASHING METAL LATH x—x—x—x STUCCO WOOD OR 111611 ZIP WALL SHEATHING SELF-ADHESIVE FLA5HINC% — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R1031.1 / ASTM C-841-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 4 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-7744078 www.abdosigngroup.com AA A 0003325 O 8UDDIV. ac LOT ABBOTT PARK LOT #32 BLK #11 PROJECT# 04181,000-32112 MODELe 4EHB "2605-HAYDEN" GARAGE 811LNG: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH 2 DATE: F-P04/19/21 BCAL.E: 1/4"=1'-0" 81MET WA1 INSTALL 6' SELF-ADHERMG MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. gEty more OF FLASHING TO 6E: - • : X: I. BOTTOM. 2, SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 16 TO ISE 1: TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS �- APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Y♦' CAULKING • JOINT ALL AROIMD I PER SECTION EKWft lathing and *s%dng BACKER ROD Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926.18b. X Installation of extedor lathing and framing shall comply with ASTM C 1063-19a, I)' or ASTM1787. WRB LAYER'(, STUCCO WRAP ,I HOODED VENT THICK, 3 COAT CEMENT I, PLASTER METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING LAYER 'I, STUCCO WRAP LAYER 4, FORTIFIBER —� BUILDING PAPER CONSTUCTION \ "METAL LATH a' CM VINYL CASING DEAD 6' RAISED BAND N,' TO )f' MID -WALL VEEP aCIQED 6' WIDE STRIP SELF ADHESIVE FLASFIING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 'l/I6" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: _ METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-641-14a, MIN. 2B LBS. PER 90. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH b' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP i SIDES © DRYER VENT (BLOCK) BUILDING PAPER OVER 'MICK FLASH' PIPE THROUGH / WALL l 6' SELF ADHESIVE — FLASHING (INSTALL PER MAN1F. SPECS.) BUILDING PAPER UNDER 'MICK FLASH' A VENT PENETRATION SCALE: N.T.S. ELEC. METEf VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER "Z, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER Ya' TO Ys' MID -WALL WEEP SCREED �6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME) 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 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 WOOD SHEATHING LAYER 1, STUCCO WRAP LAYER 4, FORTIFIBER BUILDING PAPER FETAL LATH WOOD l/S' TEXTURED CONSTRICTION Y�PIEMBER NI • WOOD ru FASTEN TO WOOD STRUCTURAL M. V O.C. MAX 8' cti `V TO )I' Lj 'AT 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V — I-INIeH • MASONRY HORIZONTAL WEEP SCREED (FRAME TO BLOCK) S' HOUSEWRAP B WRLAYER h, BELOW STUCCO WRAP CUT SUCH THAT 9 APPLY 60 MIN SELF -ADHERING NO MEMBRANE GRADE 'D' FELT ® MEMBRANE FLASHING ENTERS BOX, _ OVER APPLY TO FAGS SELF -ADHERING EDGE FLASHING OVER APROVED HOUSEWRAP WRB LAYER R, FORTIP15ER BUILDING PAPER STEP 03 STEP #4 APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS ELASTOMERIC COATING OVER STUCCO/ C.Y. FINISH (SEE TYPICAL WALL SECTION) AL LATH STEP 05 STEP I'& (9 l ELECTRICAL RECEPTACLE R 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com ` AA #: 0003325 a a IT EiVHDI\/. Ac LOT: ABBOTT PARK LOT #32 BLK #11 PROJECT# 04181.000-32112 MODELt 4EHB "2605—HAYDEN" GARAGE Slr111WO: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EA V 9 Da 04/19/21 SCALE: 1/4"=1'-0" SHEET dd A2 WOOD 84- CONSTRUCTION i's' HAT CHANNEL TYPE 'X' DRYWALL WOOD SHEATHING WRB LAYER 9, STUCCO WRAP i' THICK, 3 COAT PLASTER Va. WOOD FRAMEC WALL WRB LAYER 9, SUD-FLOOR DECKM STUCCO WRAP WRB LAYER 4, FORTIP15ER PRE-ENG'D TRm6 BUILDING PAPER THICK, 3 COAT CEMENT WEATHERER 01 PLASTER WEATHER RESISTIVE . 6' OAF. • TOP OF WEEP SCREED BANNER a TO SHEATHING BEHIND WEEP SCREED J' 4EMENT 1 RS COAT C 4' POSITIVE DR!AN WEEP ar--�ED METAL LATH _ - WOOD SNEATWM- 6' SELF-ADHEREING FLASHING WRAPPED '. • TOP OF WEEP SCREED TO SHEATHNG BELOW \ WRB LAYER -1, STUCCO WRAP , ' WRB LAYER 4, FORTIFIBER I BUILDING PAPER `:.*,r.,.,:.�y.;1.,,��y:9s:-g "`6'SELF•ADINEREING WRB LAYER 9, ' / FLASHING WRAPPED STUCCO WRAP 4 CORNER OF CANTILEVER II 4' POBITIVE DRAM d166-WFiWC-A80 I 2 . nEEP+ereem NO GAP N FIELD —� (BROWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) nOA CASING BEAD DTL.® CANT. SCALE 1 1/2'G I'-V NOTE: METAL LATH: LATH TO BE PER SECTION R'103.1.1 / A5TM C-541-14a, MIN. 2.5 L55. PER 5a. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/4 RESILIENT HAT CHANNEL • VINYL CASING BEAD S/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH I- THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD L 11 D DRIP EDGE INSTALLATION 8/8' TYPE 'X' DRYWALL W/TEXTURED 4 PANTED FINISH i' THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD WOOD CONSTRUCTION -WEATHER RESISTIVE BARRIER 9 -WEATHER RESISTIVE BARRIER 02 J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER 9 WEATHER R8618TIVE BARRIER 4 J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING 14EADER/BEAM (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @aRIP EDGE INSTALLATION I Y4' GAP FOR BACKER EXTERIOR GRADE ROD 4 SEALANT — ORY WALL j' THICK 3 COAT CEMENT VINYL CASING BEAD PLASTER ZAQ WATER PROOFING 4t- .AbM-f�i-GEA2 LAYER (2 LAYER PEE N STI= 0 CANTILEVER DRIP EDGE FINISH LAYER (2 LAYER 3' X 3. 26 GA GALV. METAL DRIP EDGE PEEL G STICK) SET N FULL BED OF 6' PEEL 4 SEALANT, V MIN STICK a DRIP SPACE FROM DRIP EDGE TO PACE TO TREX DECK VC -AP FOR BACKER 1 J6W li P.T. OR SIMULATED ROD 4 SEALANT WOOD (TREX) FILLER CONTINUOUS VINri CASING BEm WATER PROOFING bt WEATHER RESISTIVE LAYER (2 LAYER PEEL 4 , � BARRIER 9 STICK) WRAPPED FROM - WEATHER RESISTIVE BALCONY DECK TO BARRIER R CANTILEVER 6' PEEL . STICK • DECK MEMBRANE DRIP EDGE TO DECK EXTEND OVER DRIP SUB FLOOR EDGE ® 3' X 3' 26 CA GALV. METAL DRIP EDGE SET N FULL BED OF SIMULATE iTRLLER 8EALANT, V MN SPACE FROM DRIP CONTINUOUS PACE TO TREX X'GAP FOR BACKE VINYL CASNG BEAD ROD N SEALANT WATER PROOFING lot FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 PEEL t STICK) STICK) WRAPPED MQCM 3/4 RESILIENT BALCONY DECK TO HAT CHANNEL CANTILEVER k THICK, 3 COAT CEMENT PLASTER METAL LATH S/8' TYPE 'X' DRYWALL WOOD SHEATHING W/TEXTURED N PANTED WEATHER RESISTIVE FINISH BARRIER 9 WEATHER RESISTIVE 3 COAt CEMENT BARRIER 4 PLASTER vNri CORNER 9EAD 4' POSITIVE DRAM DEEP SCREED VINYL GABMG BEAD NO GAP IN FIELD (BROWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY 11 EDGE INSTALLATION DRIP 7LUMN SHEATHING GATHER RESISTIVE A \VJER -1 EATHER RESISTIVE ARRIER 91 SAP. \ -EEL N STICK I)WX3' 'L' PLASHING BILLY EMBEDDED N ROOF CEMENT I K' X 3' 26 GA GALV, METAL DRIP EOGE SET N FULL BED OF SEALANT, %i' MN. SPACE FROM DRIP FACE TO TREX 4 Yi GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED w 3/4 RESILIENT HAT CHANNEL W/TEXTURED 4 PAINTED FINISH J' THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BAIFRIER 4 R CO VIN COLUMNSATHING I LEGEND 6' S.A.P. i)Wx3' V PLABHNG DRAINAGE PLANE (WRB FULLYEMBEDDED IN ROO ROOF LAYER "I, STUCCO WRAP) IN x3.26 GE M METAL DRIP EDCGE WRB LAYER "2 (FORTIFIBER ..... SET IN PULL BED OF SEALANT,)J'MIN, BUILDING PAPER) SPACE FRCM DRIP FACE TO TREX ✓INYL CASING BEAD METAL LATH x—x—x—x WATER PROOFING Ist `2, LAYER LAYER PEEL STICK) WRAPPED FROM STUCCO BALCONY DECK TO CANTILEVER WOOD OR �/Iro' ZIP WALL i3 COAT CEMENT �T�� SHEATHING METAL LATH WOOD SHEATHING I SELF-ADHESIVE FLASHING VINTL CORNER 5EAD J 1 (5WOW►N FOR CLARIFICATION OF YINri CASING BEAD J SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (Wf"L" FLASHING) SCALE NITS WOOD SHEATHING WRB LAYER 9, STUCCO WRAP 2x FRAMING MEMBER i' THICK, 3 COAT CEMENT PLASTER WRB LAYER I2, FORTIFIBER 2 112, camlZRALAQ BUILDNG PAPER-----',, FASTENED TO SHEATHING ♦ 1 OC MAX C METAL LATH j' WRB LAYER 9, d' THICK, 3 COAT CEMENT STUCCO WRAP PLASTER �, WOOD SHEATHING &'SELF -ADHERING METAL LATH FLASHING AIRS LAYER G2, FORTIFIBER BUILDING PAPER 14A CORNER BEAD ® FRAME DRIP CAP WINDOW FLANGE 2 1/2' ;�- CORNER BEAD (FASTENER 4 SPACING a 1' O.G.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD ® BLOCK CLARITY) WRB-LAYER 9, STUCCQ WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER DRIP CAP WINDOW FLANGE 15B CASING BEAD (91, WINDOW (FRAME, NO BAND) 04 '� • 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774.807E FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 a F PARK #32 #11 PROJECT# 04181.000-32112 MODEL 4EHB "2605-HAYDEN" GARAGE aWIN G: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. ,C rppJNT 04/19/21 SCALE: 1/4"=1'-0" SHEET WA3 WOOD SHEATHING —� WRB LAYER h, STUCCO WRAP WRB LAYER 12, FORTIFISER BUILDING PAPER METAL LATH i' THICK 3 COAT CEMENT PLASTER &'SELF -ADHERING— FLASHING VINYL ANGLED QASING BEAD DRIP CAP — WINDOW FLANGE SHEATHING WRB LAYER 01, STUCCO WRAP _W WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH .!EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER h, — STUCCO WRAP VINYL ANGLED WRB LAYER'2, FORTIFISE BUILDING PAPER METAL LATH THICK 3 COAT CEMENT PLASTER 6'SELF-ADHERING FLASHING WINDOW FLANGE ' CASING BEAD ® WINDOW 15 C (FRAME, W/BAND) METAL LATH WRB LAYER 41, STUCCO WRAP WOOD SHEATHING WRB LAYER 02, FORTIF15ER BUILDING PAPER i WRB LAYER 01, THICK 3 COAT CEMENT STUCCO WRAP PLASTER i WRB LAYER 02, FORTIF15ER VINYL ANGLED BUILDING PAPER CASING BEAD VINYL CASING BEAD i METAL LATH J' THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) CASING BEAD (& RAISED 17A BAND (FRAME) SCALE: I I/2' • I' -0' IX TRIM MEMBER • STUCCO TO — SIDING TRANSITION SIDING-7 STUCCO WRAP Y: GAP TYP CASING BEAD TO TRIM a' THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER M, STUCCO WRAP \— CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD C'"TRIJOTION V— BEYGND OOD WSHEATHING WEATHER RESISTIVE BARRIER 9 WEATHERRESISTIVE / \\ ,40BAR �( e1DNG / / \ r• SELP-ADHERING YPrxREYVILN� I PLASHING RIIG RASWNG i WEATHEARNER�E SIeTIV / STARTER STRIP \\ \\ W ANTHER RESNTIVE .. ca I I \\ Ny i SELP-ADHERMG I � � PLASHING _ GALV'D METAL GALV'D METAL _ •Z' PLASHING Y RAeFING gW�OD TRIM IIEMRER / / Y• X r' SI ULATED -; WEOD TRIM MEATMER ceAL GAP We.VED SEALANT '\\ / SE APPROVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R'103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) HOOD CONSTRICTION IMEYGND WOOD SHEATHING — WEATHER RESISTIVE - WEATHER RESISTPA - BARRER .2 hXile k" SIDNW r-ADNERINS - STARTER STRIP— rItYa -ADNER WEATHER ISARITA" WEATHER BARRIER i-- .ADFERBNG WEATHER RESISTIVE BARRIER q TO LAP \ r• MIL ABOVE TOP 1 OP 'Z' PLASHING WEATHER RESISTIVE BARRIER h WEATHER RESISTIVE M64MER Q °�"4rE r e1ANa10m RESISTIVE (UPW M.DCM LE PVC BAGGER ROD) SIDING TO STUCCO ` Alum RESISTIVE BARRIER -2 ® FRAME TO FRAME TRANSITION 1 e7 DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH / a WINDOW FRAME ,( WRB LAYER "2, FORTIFIBER BUILDING PAPER / E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) LAYER h, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING 2X FRAMING WOOD SHEATHING MEMBER DETAIL BELOW EXPLODED FOR CLARITY ------------------------------------------------ i ------------------------------------------------ Y4' GAP TYP THICK, 3 COAT CEMENT /CASING BEAD PLASTER SEALANT . / . TO WINDOW METAL LATH WINDOW FRAME WRB LAYER 02, FORTIF15ER BUILDING PAPER WOOD SHEATHING I i WRB LAYER 01, STUCCO WRAP i 6' WIDE PEEL 4 STICK I OVER FLANGE WINDOW FLANGE i E-Z BEAD VINYL CASING 2X FRAMING (W/-b' FLEXIBLE PVC BACKER R R MEMBER .APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP j BUILDING WRAP ' ----------- ------------- ------------------------------- -------- ----------------------------- ,, EZ BEAD WINDOW CASING 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 a 04 7A a r s SLT9Dry k LOT ABBOTT PARK LOT #32 BLK #11 PROJECT# 04181.000-32112 MODEL: 4EHB "2605- HAYDEN" GARAGE SUING: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. F-paurrDAT&- 04/19/21 SCALE 1/4"=1'-O" SHEET WA4 CARE�IIOIILD SE TAKEN IN KEERW TINE VENT PROPERLY ALILNED. VENT%PE 188EpLED ff UTILIZED. NNL IN PIACE SHDKN IN <' GALVANIZED USING I-114" NAILS AT EACH CORNER. ROOFING CEMENT SHOULD SE APPLIED -ALL SHINGLE EDGES NEAR THE OVIER EDGE ANDAROUID THE ENTHE PERNAETER AS OU GOOSENECK VENT OPENING IN THE ROOF REOOMMENMDN SEVERE NEATHERCOASTAL SHEATHING. SLTE THE OPENING IN ACCORMNCE NiTN THE CONSTRUCTION ZONES. CHART SIZE INTHEEVENT IN H IS USED, SZE THE VENT OPENING IN ACCORDANCE PATH VENT FAN INWUFACTURES %%NO CONNECTION INSTRUCTIONS. EDT CUT RITO TRUS OPSES OR RAPIERS VMEN CUTTING TIE OPENNG IN 1HE ROOF. I^� INE INTERFERING SHINGLE NAILS AROUND THE OF T iETER OF THE LAT TOTSO THAT THE TRIM. FLANGE OF THE VENTLAYS FLAT TOTHE ROOK SHEATHING. SLIDE THE SHP 9Al. FLANGESOFTHEVENTLI.ANMSTOL TH TOP THESAESOITOM VENTFLANGES TO LAY ON I N N u THE TOP OF THE SHINGLES. ROOF HOOD VENT DETAIL EI CUT NOUOM~ AT 41' ANGLE MODRED 'I' CUT N Housla EAP LINE OF WNCXX• OPO4M APPROVED NOUSnNW OVER NlATHNC OVER WD SIM WALL tN'PORARILT — FOLD -UP � SaclRs 110LSNGIAI' TOR TUCK PLAT UIDlR) SL HEAD FOLD NOWEN N AT JAM4 SLOPE SILL RO, TO EXTNtlOR —J \ STEP 1 STEP 2 1.MuD BILLNIIn I' EELaE HILL \J/\ FLaxlsLa :LASHING DO NOT Iw-AL sOTTOM I•N STEP 6 STEP 7 RIPE AND OVER FLANGE ALIEN FLAG" UV Mr. ED" OF BILL MO. FEICNAJIGALLY FASTNI FANNED EDGES,(CAP NAILS, STAPLES) INSTALL OLPCNT PLE)ILREAP AS T4 R-ASNNG AT TiE POLO NOIINIAPAT COW I TAPE LOIAGONAL CUT . ACED" HEAD a WIDOW PLUMBING VENT DETAILS XNNTINtbaw )F SEALANT AeT� AM" AND NEAD P LPPLY TO BACK OP INDCIU NAILING LANCE N LIE SV RRE-RUNCNED IOLES OR SLOTS, NSTALL S' WIDE ADNNSNE - BACKED PLD NA R.AeHNG MATaIEAL OVER DRIP CAP JONT (PROTECTO-tlRAP DT-WXL w XGW) qQo STEP 8 "`QUO WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS STEP 4 -VALLEY CENTERLINE 36' VAl7E VpLIEY FIASHINO FASTNERB NATNN FMTNERS WE SIN OR HEAVIER FELT SO SO TM FABTNERS IN UNDERIAVNAENT 1 \ END a SHINGLE II NO ENDSNNGIE ASPHAV.T AT LEAST IT BEYOND VALLEY CENTERLINE FING ROO /I CEMENT 1'IXIP OFF RA CONINER1 dB DEGREE' '••SHINGLES TRIMMED Y BACK FRpA VALLEY CENTERLINE ROOF VALLEY DETAIL SCALE, APPLY OW HRU (O EDUAL)SEALANT. FUND APPLIED FLASHING (LAICO U NTE-SEAL RC-N OR EOLAL), SLOPE SILL To EX L IT IS THE CONTACTORS RaePONeu'dLTY TO VERIFY THE 0CMATIOE.RY CP ALL PRCOUCTS NCLWM NOLNEYRAP, GRALAiM 4 SELI'.ACNEREY ILAGNIM MATERIALS WED DURING C0NSTRUCTION4. 2. IlTALL ALL MATERIALS PER M,ATAFACTUREIES WITTEN S14CFICATIOM SEALANTS MAY REACT ADVERSELY F NOT CAX'PATIBLE. ffr-LEA,NI, AWD SEAL JAMS TO SILL JOINTS WITH 95 FOISEALCs COMPLETION INIOR RETROFIT UJOIIC REPAIR SCHEME SH04N SHALL ISE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRJSION 15ELOW THE WIDOW OPENING SEEALANTAL INTERIOR PERIMETER OF WINDOW WITH S WED DURIC CONSTRUCTION. 2. FLASHING AT EXTERIOR WNDOWS AID DOOR OPNNEYiS SNALL BE MTALLED N ACCORDANCE WITH MASFACTUILERIS INSTALLATION INSTRUCTIONS AND APPROVED METHOD Ll OF FEC RIOAA U I/ ATURCR'11111ANCE WITH FENESTRATION ? it MASFACS NSTALLATION AND FLAdf♦� RITRUC710NS. 1� yMBHbk SEALANTS MAY REACT ADVERSELY F NOT COPIPATUAL WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. NTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 401-7744078 wwwAbdesigngroup.com AA k: 0003325 1 fi NEW 9 eusDrLoT v a ABBOTT PARK LOT #32 BLK #11 PROJECTED 04181.000-32112 MODEU 4EHB °2605-HAYDEN" GARAGE DWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. i • / i I lift 1/8, —2x6 SUB-BANt) W/I'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP !�\ —DRIP EDGE I\ —1/8' TEXTURED I * I \\ / FINISH WOOD 2x6 SUIS'AND_J 1/2' TEXTURED j \ FINISH a+ CMU / \\ V2' FINISH • CMU q1 METAL LATH { WOOD SHEATHING OR cm WRB LAYER w, STUCCO WRAP (FRAME ONLY) WRB LAYER 4, FORTIFIBER BUILDRJG PAPER (FRAME ONLY) cn - ---- ROCFING CEMENT METAL FASCIA \ JII I e I✓I WRAP Ye, FROM \\ ©PL,4N E5 a, STUCCO, 1' FROM - - ' Ia WOOD WALL \ p ` EXTERIOR WALL \ (FRAME OR CMU) �\ NOTE: NOTCH FOR 2X6 \ SUB BAND ONLY ROOF KICK OUT REMOVED .\ CFOR CLARITY \� \ ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL NOT INTO STUCCO) ®ELEVATIQN ®PLAN A DRIP EDGE METAL KICK OUT �- Il/8' TEXTURED FINISH e /WOOD, 1/2' TEXTURED / / FINISH * CMU 2xfc SUB -BAND W/I'x4' NOTCH m 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' -O' SCABBED TO TRUSS W/12d NAILS O.C. MAX. 2x SUB -BAND W/%"x4' NOTCH ® END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL C& 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 w END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT a 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 WA'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT m ROOF EDGE OMITTED FOR CL ARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdosigngroup.com L AA A: 0003326 A w 0 summv. as LOT ABBOTT PARK LOT #32 BLK #11 PROJECT* 04181.000-32112 MODEL: 4EHB "2605-HAYDEN" GARAGE STIMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. DAT �: 04/19/21 OCALE: 1/4"=l'-0" EHEXT WA6 TE 1 28'-2" 3'-6" 81-T 4 0'-0" R —1 TOP OF SLAB so 4" CONC. (L SLAB I •-yy 3 O w M in 1 . r _------- FM•16x18— —1--- 1 11"I--'---a—F,18� ,,1 I 1 1A 1.1 10'-0" 11'-8" 1115'd" 4 h 11 4" PVC I' CHASE mI `O Iii TOP OF SLAB i i i LLI U V I � liI I 00 20'_5" Ts„ LL 9 i CW-,2x,2 ,., rl� U rT-N Lam_ i i 8 '7 F-2 4 o ,.111 I u�i M Nmi �11� CW�i12X�� 11 W N Qlly 4 r _ H LL 0110 ro I Y a u) I U1iU I 'n UP TO 2ND FLOOR iv a0 I (FIELDVERIFY 0 � f- � li W 8 EXACT LOCATION) Y ii tl I I 1.1 y-0„ o_ N i 1A i iv I #3 TRANSFER STEEL o � 24° O.C. MAX �, iv I I '4 1A 2 }�0'-0" FIN. ELEV. iV N .1 1.1 m FIN. CONIC. SLAB I SIM. IN (� 11 I �I o a L _ 2-16x18 I <0 4 4 I u' m F � m M r w 4" CONIC. I p SLAB LL L____ FM-12x18_—�__ i� o . EV v N FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE + 0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE 4. REFERENCE ELEVATION w0'4% SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND MATH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.0INDICATES #5 BAR, 6,INDICATES 06 BAR,MNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 30", #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SMALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 4021602.16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: Fm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM 0476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 71h EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x8 WIAXW1.4 OVER GENERAL 3 1/7' 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 FW12xl8 17 CONTINUOUS 16• - (2)#5's - (+)0'-U' FM-16x18 16" CONTINUOUS 19, - ( s FM-20X18 20" CONTINUOUS 16, - s FMC-16xl8 16, CONTINUOUS 16' - O 's - VARIES CW-12X12 12" SEE PLAN 12' - 1 's CWC-1202 12" SEE PLAN 12, - O 'a - VARIES F-zaxza 2a" za" 1r ( 's ( # 's " TE-1 8" SEE PLAN 81• - s (-)0"-4" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407.774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003326 d A BVHDiV Ae L+ol: ABBOTT PARK LOT #32 BLK #11 PROJWT 04181.006-32112 MODffiIt 4EHB "2605- HAYDEN" GARAGE BWMG: RIGHT PAGE: FOUNDATION PLAN 60 MPH E MIN. EACH WAY FOOTING Z STEEL REINFORCING IN GROUTED ^ STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 4 d CELL SEE PLAN FOR SIZE AND )MONOLIIHIC e f T v Q SPACING REQUIREMENTS O } SPACING REQUIREMENTS Wj Cq I2i1 j ��--��•• ,1 L' s' GARAGE DOOR RECESS �d Q ° .L F g� N Z O i0 8" CMU WALL O }, cTi B" CMU WALL Z I CORNER BARS, SAME SIZE AS LARGER BAR sl. I IN FOUNDATION WITH 30" LEG EACH e W W U= +_ 0•-0" +- v WAY AT ALL CHANGES IN DIRECTIONS I Vt - " • - TOP OF SLAB LAB TOP OF BLAB .. . SO THAT THE STEEL REINF. IS CONTINUOUS S .• MATCH AMOUNT OF CONTINUOUS BARS CURB FOR .... -VARIES MASONRY ° EXT. PORCH SLAB 1/2" IS SEE SLAB SCHEDULE BAR SIZE 4' CHAMFER EXT. PORCH SLAB I( TOP OF GARAGE SEE SLAB SCHEDULE Isl,°- _Ii ' v LL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE 14 " Z' '0" UNITS SET AT ELEV: JO 8' CHAMFER (2-STORY) Wl 1YI' IS •'° 6" CHAMFER (2-STORY) ) APPLICABLERE Z••, SEE SCHEDULE #5 N42' JOINT (WHERE APPLICABLE) •- i EE SCHEDULE Z A. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS T A OUN ONS HAVING FOR WXD, BAR SIZE FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST iv AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 BQALE.3/'-' ° ` SCAlE:34"=1'-0 CORNER BARS DETAIL DOOR OPENING @ GARAGE rj 4 J SCALE: 314"=1'-0" SCALE: 3/4"=1'-0" (1) #5 REBAR VERTICALLY Wl CONIC. M U POURED CELL LAP TOP PLATE A MIN. OF 49' —may Q -) O 6"CMU AND NAIL WI 16d COMMON 0^_ VERIFY HEIGHT a G- #4 REBAR ®24" O.C. a CENTER OF LAP TOO CUR OVER STUD OF WALL W/PLAN uJ g SLAB L7 Q� Z K W 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PROVIDE BLOCKING Lu U > 5• p I to PLANS FOR SPACING. SINGLE PLATE TO PT. Is I r > NEW REINF. BAR O (L SECURED W/ 2- PART BTM. BE PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO - 2" CAPPED a g ( EPDXY. MIN. EMBED SLAB W/10d MASONRY GALVANIZED PIPE a 8', NAIL 16" O/C STAGGERED. • °' W/FLANGE BASE LLO Q FOLLOW ALL MANF. ADDITIONAL METAL CONC., REINF. W/ SPECIFICATIONSFOR V)Sc6"#10WWMON USE AND CONNECTORS NOT 7_01 'o = 0] PREPARATION OF WVAPOR UPLQIFT IS PRESENTUIRED OWH 6-MIL POLY ETHYLENE HOLE'SEE BARRIER ON -� I Z 0_ SLAB SCHEDULE • WELL -COMPACTED I FILL TERMITE SECURE FLANGE TO SLAB c I O Q > CLEAN W/(4) 1/4" X 2 1/4" O} �QQ- +- 0-0" TREATMENT SHALL BE TAPCONS TOP OF SLAB �\ BORA-CARE ° (2) CONT. #4 REBAR 4" CHAMFER (1STORY) ` �-i- I(}'�,° 6" CHAMFER (2-STORY) _ea (2) #5 REBAR ON CHAIRS • Z 2,000 PSF VIRGIN SOIL OR 9546 EQ. EQ. SEE SCHEDULE 17MIN. DEPTH INTO VIRGIN OR ENGINEERED SOIL �j COMPACTED SOIL FOR MD, BAR SIZE AND BAR QUANTITY SLAB HEIGHT LESS THAN 3'S" M U PER PLAN ADDING BAR TO CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP BOLLARD MONOLITHIC FOUNDATION D__�LIN�TERI�OR (NO UPLIFT) FOOTING W/ BLOCK WALL SCALE: 3/4"=1'-0' SCALE:a4"='� 1 A SCALE: 3/4"=l'-0' LAP TOP PLATE A MIN. OF 49' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE STEEL REINFORCING IN GROUTED PLANS FOR SPACING. SINGLE4 CELL SEE PLAN FOR SIZE AND BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL D. SPACING REQUIREMENTS PROVIDE DBL. TOP PLATE 16" O/C STAGGERED. G ¢�¢ m V ADDITIONAL METAL CONNECTORS NOT -i REQUIRED WHEN NO Z 8"CMU WALL UPLIFT IS PRESENT. POURED LINTEL CONT. (TYP.) 'OY 8" CMU FILLED CELL (TYP.) 5•. g ai —�� +- 0-0„ TOP OF SLAB +- 0'-0" ° TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING -, +_ 0'-0„ TOP OF SLAB a ^ 1/Z' DIA. SIMPSON STS2 BOLTS 5' MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND " SEE SLAB SCHEDULE EXT. PORCH SLAB • 4" CHAMFER (1STORY) Z W _ > • ° ° ° O a ° Wl 1lT ISOLATION 6" CHAMFER (2-STORY) < - • 16. O.C. VERTICALLY MAX JOINT (WHERE • ° i i APPLICABLE) 2: MATCH STEEL ° ° M.7 SEE SCHEDULE 6"PVC CHASE REINFORCEMENT PER SCHEDULE 6"PVC CHASE THRU FOOTING FOR WXD, BAR SIZE THRU FOOTING AND BAR QUANTITY MATCH STEEL SEE SCHEDULE REINFORCEMENT INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRIG WALL TO FOR WXD, BAR SIZE AND BAR QUANTITY PVC CHASE PER SCHEDULE SCALE: 3/4"=V-01' D (NO UPLIFT) BLOCK WALL CONNECTION 12 THRU FOOTING 11 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" i N. RONALD RFAGAN SL LONGWOOD, FL32750 PH: 407.774-6078 FAX: 407-7744078 www.abdesigngroup.corn AA #: 0003325 Y 4 SVHDIV. a Lo ABBOTT PARK LOT #32 BLK #11 PROJECT 04181.00 —32112 MODRIA 4EHB "2605— HAYDEN" GARAGE 911111MG: RIGHT PAGE: DETAILS 60 MPH EXP. DaINT A 04/19/21 SCALE: 1/4"=1'-0" SHEET s1.1A FIRST FLOOR DOWEL PLAN SCALE: 1/4" = V-0" I N.RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA k: 0003325 o� a S C rr N W E 0 i SL78Drv. Z L.oT ABBOTT PARK LOT #32 BLK #11 PROJECT 04181.006-32112 MODEr1 4EHB "2605- HAYDEN" GwRwaE 8WUM, RIGHT PAGE: FIRST FLOOR DOWEL PLAN 60 MPH EXP. ATE: D04/19/21 DATE: SCALE: 1/4"=1'-0" 9HEET s1.2 TIE VERTICAL REBAR TO HORIZONTAL • REBAR W/ 10" HOOK Z GROUTED BOND BEAM VARIES PER ELEV. Z a O CLEAN OUT REQUIRED Q FOR INSPECTION 1 z4 O] e 4 • I TIE`ERTICAL REBAR • a ! TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. ZW #3 18" O #4 24" U #5 30" #6 36" #7 4r' HORIZONTALNERTICAL REINFORCING SCALE: 3/" W W U REINF. BAR O IL to SECURED W/ 2- PART EPDXY. MIN. EMBED j S., UNO - Q FOLLOW ALL MANF. N F SPECIFICATIONS FOR _ USE AND m PREPARATION OF Z HOLE. W .a STEEL REINF. OF BOND. BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3/4"=T-0" OFFSET METHOD CONTINUOUS BAR#3SIZE 488A DIA. METHOD #4 24' HORIZONTALNERTICAL #5 3a' REINFORCING #5 47 2 #7 4r' SCALE: 3/4"=1'-0" CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS IS N. RONALD REAGAN BL LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774-4078 www.abdealgngroup.com AA #: 0003325 A � a a r a E O sunDLv. Be Lo ABBOTT PARK LOT #32 BLK #11 PROJECT 04181.006-32112 moDELa 4EHB "2605— HAYDEN" GARAGE BV#MG: RIGHT PAGE: DETAILS 60 MPH EXP. I PRINT 04/19/ 11 DATE: SCALE: 1/4"=1'-0" SHEET S1.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 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, HEADER SCHEDULE MARK CEscfuME cm REMARK 1t� (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. =BOTTOM OF LINTEL I T.O,A = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH ENO, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (c psi) SIZE WNH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 (1)45 (1)#5 WA GROUTED SOLID BB2 MASONRY 3000 8x8 (1)#5 NIA GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.eom AA #: 0003325 0 a I; 1,4 0 a X SunDiv. ae Xotcl ABBOTT PARK LOT #32 BLK #11 PROJECT 04181.006-32112 MODEL: 4EHB "2605- HAYDEN" GARAGE SWMO: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 60 M EXP. TO' DAtuvr 04/19/21 SCALE: 1/4"=1'-0" SHEET s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK 45 BAR IN BOND BEAM CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4"=V-0" OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BONDBEAM L—#5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS AT CORNER STEP 3 SCALE: 3/4"=1'-0' PLACE STEEL REINFORCNG (L2) AS DEPICTED HEREIN. F = FILLED W/ GROUT U = UNFILLED NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE 05 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT, 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAM$ 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. - WIDTH #OFMS'S, IN BOND BEAM COURSE 16-1T/1 �/c B NOMINAL —ice 9 P HEIGHT # OF #5'S, TOP IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX-1T/iMM8 INDICATES A DOUBLE BOND BEAM #5'S, BOTTOM AND XFXX- 1T/OMNB INDICATES A SINGLE BONDBEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX-1TH MMS INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST '.314T' WINDOW e SILL Z 3 SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SINGLES CORNER I I BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF, OF OF ELEVATION BOND.BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM SCALE: 3/4"=T-0" TVP.6X6' BONDBEAM � 8 1#5 TYP. 8!)06" fp BOND BEAM ••-' 8x16 DBL. BOND TOP OF BEAM W/ 111 #5 BAR BOND BEAM • EACH COURSE i' 8x8 BOND BEAM TOP OF W/(1)#5 BAR .�. BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 Bx8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING -2' BEAM DESIGNATION OR 8x8 PRE -CAST CONCRETE SCALE: 3/4"=1'-0" LINTEL, W/O STEEL (Lt) REFER TO PLAN FOR LOCATIONS rna PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1.3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1X') 6' FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2.6 (MIN 2 X 3) 2316 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1W) 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 23/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SLOCKING- SIZE .300 MIN EMBEDMENT 1r7/16'OSB 114") 8" FROM EACH END ANDATHING W/ 18" O.C. MAX. MIN 1-114'BILK. EA. END EMBEDMENT HING d, S. ARCHWAY FRAMING DETAILS 5 WOOD VaM FABTBBtMWM d. =Z' MIN, 2 }" MAX s.=2 tMIN, 91MAX w s=i} MIN, 2}"MAX ed = }" MIN, 2 �' MAX d. =2" MIN 2 }" MAX s, = 2 t' MIN, 9" MAX &=1}J'MIN, 2}"MAX ed = }' MIN, 2 k' MAX d. =2" MIN, 2 J' MAX s. = 2 t' MIN, V MAX M2d s=1}'MIN, 2}"MAX' ed = }' MIN, 2 J' 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 J'OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d. = END DISTANCE %= SPACING BETWEEN ADJACENT FASTENERS IN A ROW s = SPACING BETWEEN ROWS OF FASTENERS d = EDGE DISTANCE DOUBLE STUD W/ 10d NAIL ATTACHMENT 8 SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003326 a yl Afait 9 BUDDIV. a LOT. ABBOTT PARK LOT #32 BLK #11 PROJECT1ji 04181.000-32112 MODEIa 4EHB "2605-HAYDEN" GARAGE BWnM: RIGHT PAGE: DETAILS 60 MPH EXP 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 At 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5, LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 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 V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 1 TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 6" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE & BABE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD 1 4X6 (3 Jq'x5Yi") SYP. HTT4 W/5/8" DIA x 5' 5/53.tA PT., WOOD POST EXP. BOLT 1--------I FIRE ==.LOP FLOORB� HTR 2X4 NAILER 1/I'�� FOR DRAFT PRE-ENG. _ STOP FLR. TRUSS ELEV. VIEW 1 PRE-ENG. FLR. JOISTS �I 1 3/4" PLYWOOD7I DRAFT STOP �I PRE-ENG. FLR. JOISTS I 1�1 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS i ii N n ii ii N N x n ti ii II N n u ii ii ii II II II n u n ii ii 11 �� n Ii II II II it n n n n n n 11 N II rr 11 II II II 11 11 II II N u IL N II n n fI II II N u x 8 H J3 N N ii n u n II II II H,__ N II N N N n n x n u ®N J2 II N II x �N u II II 11 II J9 u n fi II 11 11 II n n 4 n a u n u u u n u n n n u n " " e II II BM1 TO CMU WALL W/ 1 II N N II II II N II 2x4 WOOD WALL W/ II II 11 I1 I1 SIMPSON LGIJM46-MS W/ (4) %' x 4' TREK HD ANCHORS AND " 11 _ 11 ° ( II 11 11 2x4 WOOD WALL W/ I 11 SYP. N0.2 STUDS 11 0 12" O.C. I 11 II II II II II (4)%' x 2 )S SIDS SCREWS TO BM7 l N II U II u u u u u J a-, u It If n STUDS 0 11 II 11 W� 11 11 Ii 11 12" O.C. II II BMt 2X8 WOOD 4 III STUD II J4II JOIST CJ1E � PRE-FABRIcATED FLOOR JOISTS 024Z -D.C. T 7ll;! u It It x u� nn II ( , DBL STUD -✓II/1[vu IIDR IISTOPPING 2X4 WOOD WALL W/ DBL. STUD UNDER IID II 11 ALONG THIS TRUSS AS TO II H JOII'T IIE II LIMIT AREA TO S.F. II 11 II 11 11 11 PER FBCR 302.12�0 It ,. .. .. .. 11 II II II II II II II it II it II II III' II II II II II II II u 0 u a n u n u u II II II It- it 11 11 11 11 It I II II II II II II II II I11 I II II II II II II II II 4J..L.LJLLi4..14 FIRST FLOOR FRAMING PLAN SCALE: 1/4" = V-0" IJOIST 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407.774.6078 FAX 407-7744078 www.abdesigngroup.eom AA N: 0003328 � s BUDDIV. Ae WTI ABBOTT PARK LOT #32 BLK #11 PROJECT 04181.00 -32112 MODEL- 4EHB "2605-HAYDEN" GARAGE 9VfWG: RIGHT PAGE: FIRST FLOOR FRAMING PLAN 60 MPH I%XP. DIUNT A 04/19/21 SCALE: 1/4"=1'-0" SHEET S 3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 0 24" O/C, SUBMIT SHOP "ROOFNJALL/FLOOR " DRAWINGS FOR REVIEW SHEATHING A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVAL FASTENER SCHEDULE" (9) 10d x 1 }'NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 # 1100 UPLIFT SIMPSON HTSM20 W/10 10tl TO 2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOFANALL/FLOOR TRUSS ANCHOR WITH NOTE: A PT SYP #2 Z' x 4", TRUSS AND (4)1/4" x 2114' SHEATHING TITEN 2 ANCHORS TO DEL S d x 1 , NAILS TO TRUSS FASTENER SCHEDULE" GIRDS(9) 10d z 1 R NAILS TO 6, 8" x NAILS, MAY O ADDED CONT POURED LINTEL DBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE 5" W/ tOd NAILS, 2 ROWS, 3" OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE 1111900 UPLIFT (2) SIMPSON 1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO NOTE: APT SYP #2 2" x 4", CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS (16) tOd x 3 J" NAILS TO GIRDER AND 6", B' x 4'-0' MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF 1441 N. RONALD RL327 BLVD. CONNECTOR BLOCK WALL )1/4 10d TO LONGW07-7 4-60 750 WITH (12) 16d x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE TRUSS AND (4)1/4" x 2 1/4" pry; ¢D]_]]¢gp]g ADDITIONAL PLY MAX. TO TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM FAX: 407 774-4078 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS Aft) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN CONT POURED LINTEL Www.abdeslgngrouP.Com SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH (4) t' x 5"TITEN HD TO CMU AND (12) SDS 2x SECURED W/ (3)16d j' x 2 k TO GIRDER AA #: 0003326 GALV. COMMON NAILS, ENGINEERED WOOD B{1) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED W/ 10d TRUSSES 0 24" O/C, (2) }" x 5" TITEN HD TO CMU AND (18) SDS j" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 1x2, 2x WOOD FASCIA 3" TO GIRDER 17, O/C FOR REVIEW SEE ARCHITECTURAL 2x SECURED C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH 16tl AND APPROVAL GALV. COMMONN NAILS. (2) J" x 5"TITEN HD TO CMU AND (18) SDS �" x 3" 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE TITEN 2 ANCHORS MIN. A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LEIS (2 OR 3 PLY) 2" COVER 8 7' APART B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = U:2705 LBS(2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=V-0' 1a 1b 1c GIRDER CONNECTOR(S) �A` "'_'' 2a 2b 2c TYPICAL ROOF AL 3/4= -0 GIRDER CONNECTOR(S) 12) 2X4 No.2 SYP DIAG. 2X4 BLOCKING BETWEEN 3/4" T 8 G SUBFLOOR GLUED AND BRACE W/ (3)12d 0 EA. TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT LSTA12 20 GAUGE PER LEVATIONW/ 10[b/1/2 HDG COMMON NAILS. [M EACH END TOTAL OF 10 COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1)'7(" BRACE SEAMS) 30'-1" TO 60'-0 (3)'x" BRACE 6'-0" MAX (W/1X4) (1) "X" BRACE 0 CENTER IF VERTICAL IS NOT R 10'-0" MAX (W/2X4) (2) "X" BRACE DIVIDED EQUALLY PRESENT, SCAB FULL leFROM CENTER TO END. HEIGHT VERTICAL FROM 2x WOOD FASCIA, BOT. CHORD TO TOP SEE ARCHITECTURAL CHORD W/ (4) 10d EACH 1x4 DIAGONAL END. (TYP.) P TION LVUI-JOIST WITH BTM. CHORD PRE-ENG GABLE TRUSS EE PRE-ENG WOIST BACKER BLOCK YYY��IIILIL�`'''' PLAN FBRACIOR LOCATION W GYPSUM BOARD OR 1/2" HIGH o U OYY. MAY NOT BE STIFFBACK (AS PER i STRENGTH CLG. BOARD i�l f O. F REQUIRED TRUSS ENG) O CONT. Zx4 SECURED W/ SECURE (JOIST TO TOP PLATE TO BLK SECURE 2X /2" . PLATE TO BE'I S EACH TRUSS TO BE INSTALLED w/ (2) 12d TOENAILS BTM. CHORD OF ANCHOR BOLT W/ 2' 10'-0' O.C. MAX. DOUBLE TOP PLATE WOOD ROOF TRUSSES WASHER SET IN HIGH STRENGTH EPDXY 6" y HTT4 W/ 5/8" A.B. WITH MIN. EMBED. AT 37' OC 2x4 OR N6 WOOD BEARING MIN. T' EMBEDMENT MAX218 WALL W/ SYP No 2 STUDS SEE TO SLAB 8 (18)16d x SECURE GABLE TO S' PLANS FOR SPACING. SINGLE 2-12" NAILS TO POST., P.T. PLATE W/ 12tl'S 8" O.C. MAX S�ffB Slim BI.OIZ THCOl68S 4500 3/4" WOOD PANELS 6000 (2) 71 WOOD PANELS 60 (2) i/2" WOOD PANELS 90 2x LUMBER w 4 RMj Sm �oL � akcTHCI BTM. PLATE TO BE Pi. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2' GYP. WL BD. /— HEET S1.1A / NAIL SZE AND PATTERN POST TO SIT DIRECTLY ON SLAB a ° - 1x4 BTM. CHORD BRACING 6'-0' OIC END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 101-9,O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH C�1 HORD INTERSECTION TYP BTM CHORD BRACING SEE SCHEDULE FOR BOND BEAM RED. �� BLOCK WALL W/ GABLE END 4500 3/4" WOOD PANELS 6000 (2) VT WOOD PANELS 80 (2) 12" W000 PANELS 90 2xLUMBER Lu ° • .. • :; • ° scALE:ma"=7'-0" I SCALE: 3/4"=1'-0" PRE-ENG D TRUSS LVL/WOOD POST CONNECTIONS 5 SCALE: 3/4"=T-D' r-,-'\I-JOIST CONNECTION @ L.B.W. Y SCALE: 3/4"=1'-0" (NO UPLIFT) 24" 24"MAX. .,,-JOIST BEND B" MAX. SPACING END w/I-JOIST TYP TYP P. ACIN " MAX MAX MAX • • SEE FRAMING PLAN iEOGER BD. . "T " THE USE OF ALTERNATE MATERIALS MAY BE ///... NOTCH DEPTH BOLT/.480 T1M 2' LEDGER BOARD 2M SYP P.T.W � LFROM2d 2X12 BOSYPARDTO BOLTALBOLT W'7 USED SO LONG AS THEY CONFORM TO THE HOLE EDGE>5/8" HOLE DIAMETER WASHER S 512' TO BE USED MIN. EMBED.(1VP) WTH (JOIST 1. ENSURE THAT E](P. BE USED WITH (JOIST BOLTSIJ-BOLTS ARE PLACED INTO GROUTED CELLS WALL WAS S 51/2' MIN. EMBED.(TYP) FOLLOWING OLMDM & LOT ABBOTT PARK LOT #32 BLK #11 P3tOJSCT 04181.000-32112 MODUTj 4EHB "2605- HAYDEN" GAPtAGS swnM RIGHT PADS: DETAILS (I -JOIST) < 2/5'D SGL. STUD 6 EXP. AROUND BOLT. FRONT OUTER US OF 2. SPUCE OF FRONT AND REAR LEDGER 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY LEDGER SHOULD LAP A MIN OF A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS A - SIMPSON IUS1.81116 G < 14DO LBS, U <70 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. Z 4'-Dt i HOLE EDGE >5/8" EMBED (14) tOd GALV COMMON NAILS TO HEADER FL#17241 3. ALL BOLTS TO HAVE WASHERS 6+ EQUIVALENT OR GREATER UPLIFT AND LATERAL (F7 AND F2) LOAD CAPACITIES 4. EXP. BOLTS/JBOLTS SHOULD (2) 2x12 AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND B - SIMPSON IUS2.37/18 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"• WEDGE-BOLT/J-BOLT, 5" MIN. NOT BE ANY CLOSER THAN W SYP PT ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WINO AND REQUIRE EMBED (14) 10d GALV COMMON NAILS TO HEADER FL#17241 2 O/C. THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO C - SIMPSON MIU3.56116 G <2900 LBS, U <210 LBS W/ (4) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. S. ONLY LEDGER IN DIRECT g A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2)1Odxt-1/2" GALV. NAILS TO JOIST (2) 2X8 CONTACT (REAR LEDGER) V4TM REgg FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE T u �N FL#17241 CMU REQUIRED TO BE P T LEDGER T A _ FIMPFf1N HHI LCT 9AH0 r <A1A0I RA I I < 1R101 RR W/ IAl 31d"O wcnr.P_Rnl r/.1_Rn1 r s° SYP PT SUBJECT TO Ft AND F2 FORCES. BTM. HOLE DIAMETER PLATE < 3/5'D DBL. STUD 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) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED 16d GALV. COMMON NAILS TO HEADER AND (2)10dx1-1/2" GALV. NAILS TO JOIST FL#17241 FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLT SIZE EWSPAONG CENIRALS WINO A DOUBLE SYP 26 112' 8" MAX. 24" O/C MAX. B DOUBLE SYP 2x12 (2) 3/4" 6' MAX. 24" O/C MAX. WOOD LEDGER n �` V)4/19/21 STUD NOTCHING �� ATTACHMENT DETAIL 11 ALTERNATE MATERIALS NICALS: 1/4"=V-0" AND BORING LIMITS 9 SCALE:3M"=1'-0" I -JOIST WOOD LEDGER DETAIL-CALE:3/4"=1'-0' NIMMET 8 SCALE: 1 1/2"=1'-0 1 Q SCALE: 3/4"=T-0" S3.1 ' _!•1 A SIMPSON H6 W/ (8) 8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING (8)8d COMMON NAILS EACH END JJOIST LVLJ PLATE STRAPS W/ tOtlx 1 1/2" HOG NAILS WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL 2 SCALE: 3/4"=1'-6' PRE-ENG GABLE TRUSS 2x4 FIRST BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2x6 PT. PLATE TO BLK W/TRUSS PLAN W/ 12" DIA. ANCHOR BOLT W/ Z' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 32' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d'• Er'O.C. MAX CONC.POURED LINTEL COURSE CONT. 2.4 SECURED W/ (2)1 OBs 0 EACH TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 0 SCALE: 3/4"=1'1Y' 8" CMU WALL— REINF PER PLAN 0 z (2) 2x4 P.T. W/ — MASONRY NAILS a 12" O.C. 1X2 FIRE-STOP- STRAP TRUSS TO PL. SEE SCHED. BELOW TRUSS TO TOP PLATE A - SIMPSON MTS12 U < 990 LEIS W/ (14)10d GALV. NAILS. B - (2) SIMPSON MTS12 U < 1420 LBS W/ (14) 1 Od GALV. NAILS EA. STRAP SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE ANCHORS W/ 10d x 1 12" COMMON NAILS FILL ALL HOLES, DO NOT USE 10dx3" REFER TO NAILING SCHEDULE ON SHEET SNI FOR SUBFLOOR ATTACHMENT TO LEDGER BOARDS (JOIST (SEE FRAMING PL DBL 2X12 SYP#2 LEDGER. SEE BOLT SCHEDULE, 10/S3.1A. SECTION DETAIL AT I -JOISTS PERPENDICULAR TO EXTERIOR WALL J SCALE: 3/4"=1'-0' V 4 1 1♦ • � PRE-ENG ROOF TRUSS 516. GYPSUM BOARD OR 1Y2" HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE w/ (2) 16d 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 PROVIDE BLOCKING 12" GYP. WL. BD SECURE ST. PLATE TO SLAB W/ ItZ'c9" WEDGE ANCHOR W/2" WASHER SET IN HIGH STRENGTH EPDXY 5-12" EMBED. MIN. 0 16' OC MAX. TRUSS CONNECTION @ L.B.W. Sga9bSCALE, 3/4"=l'-9' REFER TO NAILING SCHEDULE ON SHEET SN1 FOR SUBFLOOR ATTACHMENT TO LEDGER BOARDS DBL. 2X8 SYP #2 LEDGER. SEE BOLT SCHEDULE, 10/S31A 6' CMU WALL— REINF PER PLAN S 5$m�V REL ATION mZ 2x4 P.T. CEILING 24" M I -JOIST (SEE FRAMING PLAN) NAILER W/ 14444 MASONRY NAILS [All I.El a 12' O.C. IX2 FIRE -STOP SECTION DETAIL AT I -JOISTS PARALLEL TO EXTERIOR WALL 4 SCALE: 3/4"=1' 0" ROOF TRUSS 4x4/4x6 SYP NO, 2 WOOD POST TO SLAB.SEE SCHEDULE BELOW FOR CONNECTION FL#17239 O• :0: TRUSS/WOOD POST CONNECTIONS 10a 10b 10c SCALE:34"=1'-O" TRUS8 TO POST CONNECTION A- SIMPSON MTS-12 U <990 LBS W/ (14) 10d GALV. NAILS. 6 - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4k3"SDS, (1) 5/9" A.T.R. TO HDU4 AND (10)1/4" X 212" SDS TO POST POST TO SLAB CONNECTION A&B -SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIN x W EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA x 6" EXP. BOLT C - SIMPSON H775 POST ON SLAB <U:4,565 W/ 5/6' A.S. WITH MIN. T' EMBEDMENT TO SLAB & (26)16d x 2.1/2" NAILS TO POST. L441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abda•Igngroup.com AA M: 0003326 g Zs Z � Q 9 R SUDDry & LiOT ABBOTT PARK LOT #32 BLK #11 IPIWJZCT 04181.0 6-32112 MODELa 4EHB "2605— HAYDEN" GARAGE OWn4a: RIGHT PAOE: DETAILS (I —JOIST) 60 MPH DATIM 04/19/21 8CAIM: 1/4"= V-0" sFIEET S3.1B PRE-ENGINEERED �� VALLEY TRUSS CONNECTION 44 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7744W75 FAX: 407-7744078 www.abdosigngroup.com AA M: 0003325 v w W E 0 x eLBnIV. de Lo ABBOTT PARK LOT #32 BLK #11 PROJECT 04181.006-32112 MODEL: 4EHEI "2605- HAYDEN" GARAGE 8WING: RIGHT PAGE: DETAILS 60 MPH E D � 04/19/21 SCALE: 1/4"=1'-0" SHEET S3.1C SECOND FLOOR DOWEL PLAN SCALE: 1/4" = V-0" •1 N. RONALD REAGAN 8L LONGWOOD, FL32780 PH: 407-7746018 FAX: 407-7744078 www.abdeslgngroup.com AA 8: 0003325 o h y 4 BUDDIV. a LOT: ABBOTT PARK LOT #32 BLK #11 PROJECT 04181.006- 2112 MODEL- 4EHB "2605- HAYDEN" GARAGE BWU40: RIGHT PAGE: SECOND FLOOR DOWEL PLAN 60 MPH EXP. Dwan 04/19/21 SCALE: 1/4"=1'-0" 8HEET S 4.2 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 Wl (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" 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 VWTH 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. HEADER SCHEDULE MARK DESCR F"&iION REMARK Qt (2) 2X8 BEAM SCHEDULE MUMM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C - ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. - THROUGHOUT MARK DESCRIPTION (psi) f. SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING 981 MASONRY 3000 806 (1)N5 (1)N5 N/A GROUTED SOLID BB2 MASONRY 3000 8X8 (1)#5 N/A GROUTEDSOUD SEE SHEET S5.1A FOR SAFE LOAD TABLES € 8F8-1TIOM/OS 8F8-lT/0M/OB 1 i� Q GT a U.N.O. PROVIDE BB2 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL 1TA" A 4 O GT . 8F8-1 T/OMI06 s 2.1 x 8F8-lT/0M/0B 8F8-1T/OMIOB 8F6.1T/0MI0B✓ 4 WJFSMA ----------------j SECOND FLOOR LIFT BEAM PLAN SCALE: 114" - l'-O" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407.774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA M: 0003326 do N y� _LL ausEll at LOT ABBOTT PARK LOT #32 BLK #11 Plt0JECT# 04181.000-32112 MODRU 4EHB "2605—HAYDEN" GARAGE 811IMO: RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN 60 MPH E "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8/&OB 8.1T 1T 1T/OB 8-1TI08 -1T/08 TYPE LENGTH 8�8 PLAIN 8/8 SOLID TYPE LENGTH SMAT 8118-1T MOAT 8124-1T Bf28-IT 8/32-lT 8/8-iB 16-1T/1 lT/1 1Tn IT/1 -1T/1 6/6.zT 8/18.zr 6rIO-Zr 8024-2T Sr28-rr M2T 3' 6" PRECAST 1438 952 3114 4217 5321 6426 7631 3'�" PRECAST 689 1024 3' 6' PRECAST 1589 3524 4394 6283 8132 7001 24e5 8113 e3e5 nog 9031 10000 1589 3524 4394 5263 6132 7001 4'-0" PRECAST 1065 700 2305 3125 3946 4765 5587 4'-V PRECAST 514 763 4'-0" PRECAST 1363 3000 3815 4570 6325 6079 1961 6113 7192 6524 7627 8751 1363 3080 3815 4570 6325 6079 4'-6" PRECAST 819 533 177o 2400 3033 30M 4300 4' B" PRECAST 396 591 4'$" PRECAST 1207 2582 3375 4043 4711 5379 len 5743 7547 6762 6541 7565 1207 2707 3375 4043 4711 5379 6-4" PRECAST 931 1247 1999 2560 3123 3686 4249 5'4' PRECAST 411 411 6-4- PRECAST tote 1806 2374 2944 3613 4084 1319 44e0 7196 7342 5780 6259 tots zz>s 2836 3389 39e1 4084 5'-10" PRECAST 817 1024 1631 2090 2549 3009 3470 5'-10• PRECAST 340 339 5-10" PRECAST am 1499 1971 2443 2915 3387 1161 3093 5877 sm e648 big 929 2080 2593 3107 3620 4133 6' 6" PRECAST 692 1139 3227 3031 3707 4383 Mel B'$" PRECAST 410 721 6'$" PRECAST 835 1201 1578 1955 2332 2709 1139 3227 4698 7064 tGODO 8826 835 1886 2329 2790 3251 3712 T-6" PRECAST 670 936 2406 2205 2608 3191 Me T-6" PRECAST 303 534 T$" PRECAST 716 goo 1181 1462 1743 2025 99B 2498 3408 4884 70 84n 727 1824 2025 242e 2827 3228 9'�4' PRECAST 428 833 1593 2204 2481 2818 2621 9 4' PRECAST 192 384 9'r4" PRECAST 454 588 767 948 1129 1310 839 1874 7288 3�1 40g8 4899 5n 1318 /843 19� 2184 2519 10'-6• PRECAST 388 487 1247 1707 1904 2163 2028 101-W PRECAST 161 301 10'-6" PRECAST560 356 486 612 765 899 1042 14D7 1897 z781 3222 Slg4 504 1180 ton 1783 1710 1969 1V-4* PRECAST 330 544 1312 1742 2252 2868 3830 11'-41• PRECAST 132 417 11'-4" PRECAST 430 406 530 653 7n Bn 644 1312 1742 2252 2868 3552 486 1042 1372 1643 1470 1710 12'-0" PRECAST 308 607 1210 1598 2048 25M 3191 12'-0" PRECAST 111 370 12'-V PRECAST 383 306 470 W7 see 783 507 1210 law 2046 258e 3171 440 910 1300 1580 1314 1476 13' 4" PRECAST 270 433 1046 1365 1732 2157 2535 13' 4" PRECAST 82 298 13'�" PRECAST 308 303 383 484 676 645 414 1045 1365 1732 2316 2e05 396 780 1057 1312 1071 1203 14'-0" PRECAST 254 386 978 1272 IWO 1966 2279 14'-0" PRECAST 71 293 14'-0' PRECAST 1 279 278 300 443 526 809 390 978 1272 1606 19M 2M 378 1 717 961 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 We an 746 805 458 IonR959 1824 2277 2712 248 883 900 1237 1474 1715 16-4" PRESTRESSED N.R. NR NR NR NR NR 16 4" PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 387 484 574 664 793 412 1014 1703 2118 2513 230 816 908 1134 1353 15n 1T-4• PRESTRESSED N.R. NR 1T-4" PRESTRESSED N.R. 183 1T4" PRESTRESSED 192 880 30 300 85 858 1413 41 73 1739 2047 192 SOB Soo n0 720 501 501 13 1135 1312 1W-4" PRESTRESSED N.R. NR NR NR NR NR W 4" PRESTRESSED N.R. 148 19'�" PRESTRESSED 102 Zee 348 430 613 595 235 736 1200 1467 Me 186 429 am am 950 1098 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 21'-4" PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 454 527 180 596 833 1038 1168 1468 142 373 537 BOO 818 943 22'4r PRESTRESSED N.R. NR NR NR NR NR NR 2,-0" PRESTRESSED N.R. 116 22'-0' PRESTRESSED 137 228 290 ass 428 497 185 8S0 784 992 1203 1381 137 358 1 513 859 779 900 24'-0" PRESTRESSED N.R. NR I NR NR NR NR NR 24-V PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 1 245 302 360 418 129 460 854 eta tou t147 124 319 1 456 1 681 e87 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 I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-77443078 FAX 407-774-4078 www.ebdesigngroup.mm AA #: 0003326 4 = 0 OM sU33MV. eg iAT: ABBOTT PARK LOT #32 BLK #11 PROJECT* 04181.000-32112 MODMU 4EHB "2605— HAYDEN" GARAGE >lIRMO: RIGHT PAGE: SAFE LOAD TABLES 60 MPji EXP. FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1Dd x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" 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 WTH 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 W NDOW, 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 WTH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PSS36, .177" ° x2 7/8" LONG, WTH WASHER Q 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 6" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE & BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X6 (3 )2N5)¢") SYP. HTT4 W/5/6" DIA x 6' 5/S3.1A PT., WOOD POST EXR BOLT i IA CJ1 I 1 I ROOF FRAMING PLAN SCALE: 1/4" = V-0" 1 N. RONALD REAGAN Bl LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 0: 0003325 a g m 9UDDIV. & LOT. ABBOTT PARK LOT #32 BLK #11 PROJECT 04181.00 -32112 MODEL: 4EHB "2605-HAYDEN" GARAGE SWINO: RIGHT PAGE: ROOF FRAMING PLAN AND NOTES 60 W E . DruNT A1'E. 04/19/21 SCALE: 1/4"=V-0" m*== s6 GABLE -ENO �� A`-i1' HIP ROOF A 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 (7&50) ZONE 3e = 76.00 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: If APPLICABLE INTERNAL PRESSURE COEFFICIENT: -/- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19(32" STRUCTURAL SHEATHING EXP 1 (40/20). FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32' STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS 0 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA TENSILE STR. SHANK ASTM 70tl RING SHANK, 21a 0.131 F1667 R W SH K 170,000 RING (1620 RINGS RSRS-03 Sd RING SHANK, 2 3/8" 0,113 R16%41 SCREW SHANK PER INCH) 8d RING SHANK, PNEUMATIC 23/8" 0,113 F1667 SCREW -NAILS RSRS-01 K/iF ICHUH IKVJ.S-� ROOF SHEATHING -� EXTERIOR SHEATHING USE 112' COX OR 7/16" O.S.S. 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 Sd RING SHANK GUN NAILS AT S' O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. * BUILDING LENGTH ROOF SHEATHING LAYOUT AND ALL BRACING FOR GABLE END FRAMING ZONE 1: 10d NAILS 0 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2r, 10d NAILS 0 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r 10d NAILS C 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 8d RING SHANK GUN NAILS 0 4" O.C, TOP & BOTTOM EDGES 0 m J a 'Q a zw z� �TW ZY Q U m0 C VP FXT RHFATHINr ATTAr.HMF ---- EmmmmmmV 1' mmmms I I I NOTE GABLES -DROP GABLE END 8, (1) ADD'L DROPPED TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 0 16"0 .C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING 0 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA, END. ATTACH ROOF SHEATHING TO RAFTERS 21 BLOCKING PER NAILING SCHEDULE lod RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING C#8 Z' DECK SCREWS 0 6"-8" O,C. MAX 0 EDGES & 12' O.C. MAX IN FIELD, UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING l rYP. W4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33Cb3M MAXIMUM AGGREGATE SRE SHALL BE 3W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION MATH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT pR0WDE8%NR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES DEPRESSIONS AND OTHER DETAILS NOT SHOWN ALL EXPOSED EVES OF CONCRETE ARE TO BE CHAAEERED 31d, ON STRUCTURAL DRAWINGS. APPUCABLE 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. FD = 11 DO PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402JG02-18 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 64ML CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLPBS-ON-GROUND WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2018, ASCE 7-18 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED, WOOD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 POF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM 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 STALL 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 W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THANIN OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 21 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 02. M COMPLETE. IT 18 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 WTHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED HARE MESH, SHALL BE ASTM Al O64/At 064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WTH 2' CHAIRS SPACED 3'-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' THE NFPA, TRUSS DESIGNS SHALL SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SWILL BE ASTM A615A 15M GRADE 4 IN CONCRETE DEFORMED BARS RE HALL T A615 8 0 D BARS BE ASTM MEETING THE REQUIREMENTS OF ASTM A448/A448M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 801N MASONRY DEFORMED BARE, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14,'DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 X BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD HwncorxA3nant REVIEW, TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25' #8 BAR - 36' WOOD TRUSSES. 10 pW BTM CHORD �oncpnwrront #l5 BAR - 30" 07 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36" x 3W CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSUASCE 7 88: 1990. p TOP CHORD pet TOP CHORD (7 psf w/ ASPHALT SHINGLES) (7 f (1 psfw/ 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 pet BTM CHORD 5 psf BTM CHORD 5 THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 1 Opsf MINIMUM 101NCH 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 paf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 pef WND: DEAD LOAD 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 FBCSPER2020) EXPOSURE C, RISK CATEGORY IO (NICE 7-16 (BBC 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 W tWIT UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT D ATTICS STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, 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: 50pef, PASSENGER WTHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40pBf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAW NGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40ps1 MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA SHOP DRAWING REVIEW MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (TMS 402 BUILDING CODE REQUIREMENTS FOR MASONRY LICENSED PROFESSIONAL ENGINEER. SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH 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 THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL 9UPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-80, GRADE Pm = 2D00 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. W ND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING W ND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW HALL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS, GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT, FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pef, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM 0-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO�TECR ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,SW PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRErE SLUMP SHALL NOT EXCEED 5' d-PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318AND ASTM C941C94M OR MFASUp1NG, MXWG, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIMESTAMPED WHEN CONCRETE IS SATCHEO. 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. F FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSISILrrY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A YFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1.12' FOR 88 AND SMALLER 2' FOR 06 AND LARGER C. FOR CONCRETE HOT EXPOSED TO WEATHER 3W FOR STABS, WALLS AND JOISTS 1.Irf FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS TYPE "M" OR "&' MORTAR $HALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M FY = 36 W FOR ANGLES PLATES AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM ASOOIASOOM GRADE B F = 48 kai. STRUCTURAL PIPE SfiALL BE ASTM A53IA53M GRADE B TYPE E OR S F = Y Y 351ai. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE 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 gPPMG1KKJ am TYPE -NCI REMAPo(S MPMGTON 912E TTPE -No IREMARKS f>?PTFtIRPoNGTO CASE IMROENFDCdL GARAOEWORBUCK 11<"pA TAPWNMASONRY it?EMBED.. K"ENO dBT., Y/WAIL. -111?LONG. .°� TOM ONRYtOONC NO WpeHER 8TENER .00 I--EOST. SOD AL EXT. 00O -HAROENEOWIL S"OTC WINWWIWORIFABTENEO GARAGE DOOR BUCI( Le'OIA. OR E%PAN61ONBOLT t6"C/C P>,'e"pA) SEO,CEND <^EMBED.,<"ENOdBT, 1x PT, SEENOTE. 11?LCNO. STAOGEREO INTOMASONR NYC. TO MA80NRYA'JOMC. �1nl"dM. i6°CIA (f/S'dA) vnNDoweLxxc usEH.ADENEDLdL rdo vANWwrWowFpsTENED -To CONTACT THIS ENGINEER FOR SPACING . PT SEE NOTE. NAIL 11?LONG. AWERED INTO Np30NRYAWNC. MASOhYYI WAIL. REQUIREMENTS EXT. SWING Wdt 149n091A "TAPWN^ 11-WED,."E6D. NONAEARINO WGW 11Y" E%PPNSION .°EMSEO. A"END ]G dC &1CK ]e PT, SEENOTEB NOWASHER -TN. DET., 111SEWEdBT. WALLTOWNC.SLIB WIWA6H. BOLT d8T.. 3"EDGEdeT. I h PTWINWW &KM p.13B•PPFr31W' deT.,112 PT TO STEEL COL., SEE W/WASHEp eTAWFAED rEEWE-T. No Ea STTAAPLES 1. SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WANDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/ OR NOA & 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 $PACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NCA OR THE SPACING DETAILED ABOVE 6. W NDOW AND DOOR BUCKS SHALL BE AS WIDE OR WDER AS THE DOOR OR W NDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WTH A WOGD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. IT i441 N. RONALD REAGAN 13LVD LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774AO78 www.abdosigngroup.com AA Y: 0003326 C i V v <� o fMj7�1 j�Qs� i r ABBOTT PARK LOT #32 BLK #11 PROJECT# 04181.000-32112 ODEIt 4EHB "2605- HAYDEN" GARAGE BIFMG: RIGHT PAGE: DETAILS 60 MPH E © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX 7O STAPLESINSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIA'/J-CHP }" MAX. DETAIL A FASCIA O STAPLESINSTALLED 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS 70 STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS STAPLESINSTALLED @—r_ 12" O.C. MAX (INTO 7QWOOD) IN J-CHANNEL SLOT } 2X2 WOOD BATTEN 10 STAPLES INSTALLED 70 THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. ELQ }" MAX -ol I. — DETAIL D O STAPLES INSTALLED, J-CHANNEL THRU SOFFIT AND CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT ----'I Q J-CHANNEL-/ J-liflFlIV1V CL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSS/JOI / BY OTHER 2-1/4" EMB. WOOD BATTEN DETAIL B J-ICI-IHIV IV C L FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO 7O STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O 11 1X2 WOOD BATTI �2X2 WOOD BATTEN 10 O S INSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" Og MAX O.C. STAPLESINSTALLED(t� 12" O.C. MAX (INTO (D WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) SPAN 'L' SPAN 'L EAVE WIDTH EAVE WIDTH (ROOF (ROOF OVERHANG) OVERHANG) j CONCRETE; CMU OR WOOD (NOTEA) CONCRETE; OFFIT CMU OR WOOD IT SEE DETAIL'A'SEE DETAIL'E' SEE DETAIL'D'J SEE DETAIL'E' (NOTE:1) EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN WN-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL @ WALL AND FASCIA END Q J-CHANNEL }" DETAIL C J-CHANNEL /RAFTER BY OTHER 2-1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" Og MAX O.C. STAPLESINSTALLED 12" O.C. MAX (INTO 7O WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. Fg i i 4 3.625 3.625 5 06 .0 12�e DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-W78 FAX: 407-774•1078 www.abdasigngroup.com AA #: 0003325 34 a BVHDIV. 'k LOT ABBOTT PARK LOT #32 BLK #11 PROJECT# 04181.000-32112 MODEL: 4EHB "2605- HAYDEN" GARAGE 1911FMG: RIGHT PARE: SOFFIT DETAILS 60 MPH EXP. scALE: 1/4"=1'-0" yS�e` �rgaClQ°`� •