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HomeMy WebLinkAbout7926 Sail Clover Ln99 20"05 9 9 0 4EHB---HAYDEN ALL WORK SHAH UiLDPING CC�DE,OLY WITH REVAILING CODES FLORID NATIONAL ELECTRIC CODE, AND THE CITY OF ZEpHYRHILLS ORDINANCES HOMES REND ®ATE p,U6 1 g 2020 CITY ®¢ ZEpHYRHIt" PLAN EXAoNER 12602 TELECOM DRIVE, TAMPA, FL 33637 Te1- (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .> HI}IIaW CODE, UnNnUl. STR LI VION (�7 •ALL ILMAL AND STAIN OWNS .00CUPANCY — RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE — VB MIN. INTERIOR FINISH — CLASS B BASIC RIND SPEED — Vult=160 MPH VnId=124 MPH •p�06URE — C •I-SMRY RESIDENCE — • 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE LAV. A/C AIR CONDITIONING LUM. ADJ.ADJUSTABLE M.C. ALT. ALTERNATE MFR AMPERAGE MIN. cD cerAir�ERLB+e M� CAB. CABINET MTL. CLG. CEILING N.TS.NOT CLR CLEAR O.C. CONC. CONCRETE PL CPT. CARPET P.B. C.T. CERAMIC TILE PH, D. DRYER PIT. DEL. DOUBLE PLYWD. D.G. DUAL GLAZED PR DIA. DIAMETER P.T. DIM. DIMENSION R. DISP. DISPOSAL RAD. DP. DEEP RA.G. DR DOOR REF. D.S. DOWNSPOUT RM. DTL. DETAIL PLO D.w. DISHWASHER S.C. EA EACH SD. ELEV* ELEVATION S.H. EQ. EQUAL SHT. EXH. EXHAUST SHMG. EXT. EXTERIOR SHWR. GJFX. FIXED GLASS SIM. PG. FUEL GAS SL. IN.FINISH SL.GL. FL FLOOR STD. FLUOR. FLUORESCENT SwS FR DR. FRENCH DOOR FRG. FOOTING TEMP. G A. GAUGE THK. GAR DINE. GARBAGE DISPOSAL T.O.C. G.F.I. GROUND -FAULT CIRCUIT T.O.P. INTERRUPTER T.O.S. GL. GLASS U.N. GYP. BD. GYPSUM BOARD U.N.O. H.B. HOSEBIB H.C. HOLLOW CORE V.P. HDR HEADER W. INSUL, INSULATION HEIGHT WD. INT. INTERIOR WDW. W.I. LAVATORY LUMINOUS MEDICINECABI ET MANUFACTURER MINIMUMPG MOTA�RESHOLD METAL TO SCALETAMPA, ONCENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHoweR SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOPOPSLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER wool) WATER HEATER WROUGHT IRON DESCREMON 2-STORY GMU CONVERSION ARCHITECTURAL SHEET DESCRIPTION DID SET ISSUEDAMP. CI —COVER SHEET GN—GENERAL NOTES PG AL -FIRST FLOOR PLAN PG AIA—FLOOR PLAN SECTIONS & DETAILS PG A2—SECOND FLOOR PLAN PG ASK -FRONT &REAR ELEVATIONS "K" PG A4K-LEFT & RIGHT ELEVATIONS "K" PG EI—FIRST FLOOR ELECTRICAL PLAN PG E2—SECOND FLOOR ELECTRICAL PUN LA PG PI PLUMBING PLANS PG MI -FIRST FLOOR MECHANICAL PLAN PG M2—SECOND FLOOR MECHANICAL PLAN PG DI -DETAILS PG D2-DETAILS PG D3—DETAILS PG D4—PRODUCT APPROVAL LISTING PG WAl—WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WAIL ASSEMBLY DETAILS PG WA5-NOT USED PG WA6—WALL ASSEMBLY DETAILS rDATE ADDED ELEV.J' 4 1K'WITH SIDMG PER MAW 504ESpG DID SET RE -ISSUED FOOTING+ REVISIONS PER M. BOUE6 CbAVIS I -JOISTS MCOIiPORATED INTO MASTER PLAN ObRbA6 CONSTRUCTION DOCUMENTS RE-18SUED own ADDED VALLEY FRAMING DETAIL, UPDATED BOLLARD DETAIL 04'2bAS DETAIL- 'ADDING BAR TO BOND REAM' ADDED TO 612A 02/tb/IS PLAN MAINTENANCE • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 03/l9 n REVISED LINTEL SIZE AT FRONT ENTRY DOOR I SQ.FT. CALC. S UPDATED LEDGER BOLT SIZE 4 SPACING REVISED I -JOIST LAYOUT IST FLR LhMNG 11m4 SQ. FT. 2 D FLR LIVID 1"1 60. FT. TOTAL LIVING 2.605 SOL FT GARAGE 43� 8Q. FT. PORCH ELEVATION W III SOL FT. TOTAL ELEVATION x' 3,53 SOL FT. 8'x10' PATIO 8® SOL FT. KV:1�4r3AS ADDED LED LrAn TO KITCHEN 4 BATHROOMS PER MARK I OW_8 ADDED STONE OPTION TO ELEVATIONS'G','H','J' 4 wAR LEDGER ELT �,� ADDED OPT. W-O' CEILING HEGHTS 0416Ve0 REPLACE USP CONNECTORS MTN SIMPSON CONNECTORS 03AVSOV REVISED DETAIL ON SHEET D2 OPT. V-D' CLG HGT. 05AM REVISED STAIRCASE AND STAIR SECTION DETAIL STRUCTURAL SHEET DESCRIPTION PG SI—FOUNDATION PLAN PG S1.IA—DETAILS PG S1.2-FIRST FIAOR DOWEL PLAN PG S1.2A-DETAILS PG S2-FIRST LIFT BEAM PLAN AND NOTES PG S2.IA-DETAILS PG S3-FIRST FLOOR FRAMING PLAN PG S3.LA-DETAILS PG S3.1B-DETAILS PG S3.1C-DETAILS PG S4-SECOND FLOOR DECK PLAN PG 34.2-SECOND FLOOR DOWEL PLAN PG S5-SECOND LIFT BEAM PLAN AND NOTES PG SB-ROOF FRAMING PLAN PG SN1-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI'a IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TADS NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1"I N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774,S078 FAX: 407-774-4078 www.abdeslgngroup.com L AA N: 0003325 Y Y 9 b 0 BVHDIV. Ai. LOT. ABBOTT PARK LOT #1 BLK. #9 PROJLMCT* 04181.000-01091 MODIAZe 4EHB "2605- HAYDEN" GARAQs 911rMG: LEFT PAO& COVER SHEET 160 MPH EXP. C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) ft EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WAND 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 CHAPTER 3, SECTION R301.2.1.2. S1IE 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 XX 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. THE BUILDING SITE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.3/8INCHES 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 ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 618 -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 %W NCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF T- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION, UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFMALLIFLOOR 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. PLtRmmG 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''Y4' 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 SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO 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 SECTION P2603.2. EXTERKMtWALL COVERSNIS 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 TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FSSSM 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063.1IA & 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 -15A AND R703.7. FIRE RESWANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE NTH ill" GYPSUM BOARD, R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE "W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. 1441 N. RONALD REAGAN 81. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774.4078 wwwAbd"gngroup.com L AA M: 0003325 Y d aUDDIV. Ae LOT: ABBOTT PARK LOT #1 BLK. #9 PROJECT# 04181.000-01091 MODEL: 4EHB "2605- HAYDEN" GARAGE AWING: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C aCALE: 1/4' =1'-0" aIiELT GN OW13ed AND CUA0010 rBD LOM ww "D 11PCBUE FOR B BECOID a8818 019N� BMW 801E ow" DM0 IBMIIO! NOTEE FONAM MIN. WINDOW 10 5 31/40 CRITERIA EXTERIOR SWING B 5 36/-41 DR, MIN. CRITERIA SrXD. MIN. 41 5 34/-43 CRITERIA 16010 O.HD. 112 5 310/-34,6 BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=11, EXP.=C, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR 8TH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. cON11pL11ATEallo FIRST FLOOR PLAN SCALE. 1/4' " P-0' NOTE-2-STORY GYPSUM BOARD OPENINGS BETWEEN THE GARAGE 4 RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR NOT LESS THAN 146' (35mm) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LE86 THAN 146'(35mm) THICK, OR 20-MINUTE FIRE -RATED DOORS THE GARAGE SHALL BE SEPARATED PROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN V2'(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN $'115.9mm) TYPE X GYPSUM BOARD OR EQUIVALENT UNDER STAIR PROTECTION, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FMCR 20T1 (6TH ED.) 302.1 SQ.FT. CAM'S 15T FLR LIVING 1,104 SQ. FT. 2ND FLR LIVING 1,501 SQ. FT. TOTAL LIVING 2,605 SQ FT. GARAGE 431 Sa FT. PORCH ELEVATION K' ill Ga FT. TOTAL ELEVATION w 3J53 SQ FT. 8k10' PATIO 80 SQ. FT. MASONRY/FRAME WALL LEGEND 8'-0® L UN,O ON PLANS BRG. HGT. VARIES 8' BLOCK WALL UN.O ON PLANS 11'4' 15WG INTER® BRG. WALL UNO. ON PLANS 44' INTERIOR LOAD BIWA WALL UNO. ON PLANS -ALL INTERIOR DOORS TO DE 6'-8' -ALL EXTERIOR DOORS TO BE 6'-8' UNLESS NOTED OTHERWISE 1441 N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com AA M: 0003326 Y s 8 a k 6 aUDD:v ee LOT. ABBOTT PARK LOT ##1 BLK. ##9 P1t0JECT 04181.006-01091 UODMIU 4EHB "2605— HAYDEN" GARwGE OWMG: LEFT PAGE: FIRST FLOOR PLAN 160 MPH EXP. C 18 A.A NO DAIM: 6/15/20 awTE: SICALE: 1/4"=1'—O" SHEET Al C DE31.. TOP PLATE 0 m BAR DETAIL A SCALE: IIV -V -0' • LAUN. 42' HkTil HALF WALL w CAP 3/4' TAS SIA SUED a SC PER FAe 6TTAJ" RISERS TO CONFORM TO POOR 674 EDITION (20n) MN TREAD.10' MAX. RBER•1 3/4' 3/16' MAX. VARIATION IN RSEl6RREADS ADJACENT TO EACH OTHER SW MAX VARIATION IN ANY RRIRF SERAD HANDRAIL CIRCILAR CRO86 SECTION DIA. TO BE 1 1/4«-V4' OR PROVIDE EQUIVALENT SRASPASILITY WN MM- MN 6' WOE • NARROW END MN W' WIDTH • R' FROM NARROW END 34' MN HANDRAIL NOT. 'ENCLOSED ACCEWISLE SPACE WDER STAIRS SHALL HAVE WALLS, INDER STAIR SISiPAC 1 AND ANY 60MITS PROTECTED ON THE ENCLOSED SIDE WITH V2' GYPSUM BOARDS, RSCR 302.1. (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' Sue R.00R MATERIAL RIPS POR SOLID NAILINS tAMINO SHEET) \ START@ DATA, IDR • 1.52' 3 F \ 14 TREADS • Ip•« I' NOSING STOR. ` SECURE TRCADS TO STRINSER AHU WK3P8 3' SCREWS • EA 67R04ER WrMMADED SHAI'K TO EXTEND BEYOND TNW0066 OF "-FLOOR SHEATHMS C � 41 \ 3-2xO SYR STRINGER \ REINFORCED WVo" 6" W/CONT. BEAD OF Sue -FLOOR A;406IVE PL•400 OR SMILARE • EA HORIZONTAL RW 2 X 4 RE-MFOISCPIS • EA. 2 X 2 STRWAR SECURE W/Od 6'-6. O.C. STAIR SECTION B SCALE.I/2'•I'-C' 42' H 1/2 WALL WV CAP .1. MAX. Noom 4r €c iW • \ 2X4 ATTACHED W/WSd MASONRY NAILS . 2X4 P.T. SLEEPER INTO SLAB WTHIN S' OF EACH END, 32' Or- MAX THE CLEAR SPACE BETWEEN 1 1/2' THE HANDRAIL AND THE WALL MIN. SHALL 5E NO LESS THAN 1 1/2' HANDRAIL • 36' AS PER FBCR R311.'18.2 V 2X4 FM W,ORCING � NOTE: HANDRAIL ENDS SHALL 5E RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF Ii't 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' 5UT NOT MORE THAN 6 1/4' AND 60 A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF I/8'. x� 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 16018.1 / F.B.G. 2011 CHANDRAIL SECTION SCALE:3/4'•I'-0' 1,441 N. RONALD REAGAN BLVDI LONGWOOD,FL32750 '.. PH: 407-77448078 FAX: 407-7744078 www.abdoeigngroup.com AA 0: 0003325 a o V avBDIN. de LOT: ABBOTT PARK LOT #1 BLK. #9 PROJECT* 04181.000-01091 MODELA 4EHB "2605— HAYDEN" GARAGE 9WING: LEFT PAGE: FLOOR PLAN SECTIONS & DETAILS 160 MPH EXP. C of 3052-eN 3®b2-sN EGRESS ()3052-SH EGRE88 ts 25- 14 25-SH IN4-SN EGRESS EGRESS TEMP I LME OFIST --- FLOOR ErELOUI SECOND FLOOR PLAN SCALE. 1/4 • I'-®' Olii i tl tllii!:!:!i�i: i•:i'tl!:•:!:!: i•: �i iil0 � Oi iA FAO �!Itl!:!i!:!:!:!:!:!:!:!:!:!i!tl tlil:l:�0 i! -• ri Oi i. i! r. ri ::11'/1 � I' ::II'11 r♦� 4 o , : •r11 ' 1 1 �•� o tll:!:!:!: o of+:'!tl � tl!:!:!:.l:!:Itl I tlll:•:l3:!:�Itl 1441 N. RONAID REAGAN BL' LONGWOOD, FL 32780 PH: 407-7748078 FAX: 407-774.4078 www.abdeslXngroup.wm AA M: 0003325 gill avaaiv ee LOT: ABBOTT PARK LOT #1 BLK. #9 PROJECT* 04181.000-01091 MoaEU 4EHB " 2605— HAYDEN" owiswoE awMo: LEFT PAGE: SECOND FLOOR PLAN 160 MPH C 96' TRIM -smo VRAISED = _ 4 15AND FYPON DECORATIVE SHUTTER OR EQUIVALENT i' RAISED BAND V-4 3/4'� 2ND FIN. FLR' B'-C' CLG. HGT.,- OPT. COACH—�\ LIGHT Il'-4' 2ND FL, - BRCa. HGRT. ,. 9'-4 3/4' 2ND FLR, FIN. FLR/BRG. HGT. -- 0'-0' FIN. FLR, -- 4 ----------_fix------ ------------------- F= FRONT ELEVATION SCALE. 1/4 - V-0' TEXTURED FINISH 12 S _ / OPF RIDGE VENT OFF RIDGE VENT FYPON IVX48' DECORATIVE SHUTTER OR EQUIVALENT _ Il'-4' 2ND FLR. 4"BEG. HGT. 1 I I FYPON BKTIIXII OR I I EQUIVALENT 4' RAISED BAND I I I i' RAISED I I BAND (TYPJ I V-4 3/4' - - - 2ND FIN, N FLR -0' HGT. P. • ENT R1 I 4B I I I I I TYP. I I 4• RAISED ? BAND (TYP.) � I I 8' RAISED I I BAND (TYP.) I I _ gym'-mq FIN. FLR. AREA OF ATTIC 15115 SO, FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 1583/300 ® 5.28 VENTILATION AREA X SO, INCHES PER Fr.(244) 760.8 SQ. IN. MIN. REQUIRED VENTILATION .SX 7601 IN UPPER PORTION OF ATTIC = 340.4 SO, IN. OFF RIDGE VENTILATION AREA 125 SO. IN. PER VENT 380.4 /115 TOTAL# OF VENTS REQUIRED = 3.30783 TOTAL# OF VENTS PROVIDED = 4 -AREA OFATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG EMERIOROFWAU To EXTERIOR OF WAU, NO OVERHANGS INCLUDED _ 01114 ' 2ND FLR TFKs E � II I I In' THICK 2 COAT CEMENT I I PL,biER APPLIED d d I I DIRECTLY TO MAeoNRY E' )- I I 4SA'GALv.'L'-TYPE A r" 1- I I ILASHNG SET IN I I RDDFNG CEMENT I I FlDEICLA" SWW40LEG OVER •50 FELT PAPER [OR APPROVED EQUIVALENT 2X6 SY1• Pt LEDGER W 3/4' 2ND FLR TO MEET ASTM 02264 D406S! ON T/K' ypyV' rlaeensD WO 37' -------------- - ----- - --- r-- OAA SIEATHNG OR V)' COX FIN. _LRG. HGT. PLYWOOD SECURED PER NAILNG O.C. 4 41THN 6' OF EACH I I ,�8'-0' CLG. HGT. 8C1lpULE END MAX SET N SIMPSON -- --- -------------------------- r--� WON STRENGTH EXPDXY I'-0' I I 2ND FN. FLR [PER ELEYJ I 4B L�-K F- SYP TE RAFRS OR I I TYP. ?N" ILL R188 D T aD �p I I EW ROOF SLOPE PER -- I I ELEVATION _ I I MGUSSET TO OE SECURED TO C -WML FOR SORRT I I 2X6 MQ'15M W Sd NAILS I I V O.C. • PERIMETER 0'-O'FIN.FLR LUS-26uv(4)IOd -- '------------------ _ --- L--' T022 JOISAND[2)IOdY 2x6 6YP PT LEDGER LIM L02W TWIN ADED ROD 3Y OC. 4 WTHN 6. OF EACH END MAX SET N 6""ON HIGH STRENGTH EXPDXT 6' MN MWO. REAR ELEVATION A OVERHANG DETAIL SCALE: 1/4 . I'-0' TEXTURED FNISH SCALE: V2 • I'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA C 000332E s SVHDIV. & IAT ABBOTT PARK LOT #1 BLK. #9 PROJECT 04181.00E-01091 MODEU 4EHB "2605- HAYDEN" GARAGE 23TIMO: LEFT PAGE: FRONT & REAR ELEVATIONS DK" 160 E C 12 5 OFF RIDGE � T IT'-4' 2ND FLR 2ND FLR _—_—_—_ BRG. HGT. _---- BRG. MT. V-4 3/4' 2ND FLR1, FIN. FLR. JI I I_—_— ------'-----------------------' 12 ;---- S'-0' CLG.'4.T. ------mot-- �jL ------------------------------- FIN. FLR ,�8'-0' BRa. HGT. —' • ENTRY T1'P. 0'-0' FIN. FLR4, I I --------------------------------- ---- .00'-0' FIN. FLR LEFT ELEVATION SCALE, 1/4 " I'-0' TEXTURED FNISH PRAME DOLLN OFF R� T 12 FORPYPON �5 CKTI0<11 OR EQUIVALENT I'I'-4' 2ND FLR 2ND FLR BRG. HGT. ---- --------- BRG. H67. 12 '- 9'-4' 3/4' 2ND FLR 4 AFIN4FL/R/BRB.FLFZ FLR/BRG. NGr. -------------------------------------- 5 'i8.� T• • ENTRY ---------------------------'_-_'------ ----_-- r-m 0'-0' FIN. FLR --- --------'-------- ------------- - '`0'-0' FIN. FLR RIGHT ELEVATION SCALE, V4 " F-0' TEXTURED FINISH 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 wwwsbdesigngroup.com AA 8: 0003325 BUBDIV. Aa LOT: ABBOTT PARK LOT #1 BLK. #9 PliOJSCT* 04181.000- 01091 MODMIA 4EHB "2605- HAYDEN" GARAGE Swum: LEFT PAGE: RIGHT & LEFT ELEVATIONS U Kf, %160)MEXP. C DA 6/15/20 BCAL.L: 1/4"=1'-0" B*Er= A4K a ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e MY CUTLET 20 AMP maLE FOLE IIOV OUTLET 110? OUTLET a OUTLET WISID roW eeAreH dPt 11110tv OUTLET NUPW IUAaRAD FAIN. OWWAW TYPE, 22OV OUTLET (u UPS caSBcTIaH yy/Aae GFI ENT WATERPROOF OUTLET GNAW FAULT MRREE•Ree SWTCH e uITcw 5-WAY CPEIe $4 SWTCH 4-WAY OPER �,.("� IttALL rIOIAAraD v LPa1R CELNG LIGHT © LEO CLG LIGHT ©vp LED VAPOR P'ICG! LIONT O 1/P VAPM PROM LIGHT Op tdtaeaaD CAN eVB4T. PAN I EFT PER sm PT. RKA IW1 IW{.IONi I ---- -PER em R. l 1-� (a•Ec's TIED er FL 3-SILD YRAP ® IRCCE88[D) AROUO PLUOLLR,6 (BUIPACa T'I4TJ 2' FLUOPWGCENT 4' N.UOEGCMW d0 8 4' TRACK LICINT PANEL METER OSD. snC a Dm =m eA r+ti 1 w 1 UALL MOUNTED RAT[ RAG&W smam wtaelae w-Ndsmaya CAROM Bola D cR NTER•CCNECTED ® COPM ON" = A DISTANCE OF NOT LESS THIN 4' FROM WALL PWIDANT LWHT LJ� 1 NATURAL S AO 0, � JAM IL tQ wPT At S,�.S�e� 60""SIATTse olaeaiEer AIR COWITI 1M6 GM ANU ON DISCO OCT I -a Tn.evMICN xx ONLIMS BOX POW O U•SOX TO e! OUPFCICNAMO ROf S M ACCOI aN SOX MANKIND AS SUOU FOR D AS G CEILRIa Eat Idol FMYLIONT ToBE euPPCR1aD INCELINS, ACCOWANOE Of Sat MAR® AS OUCH POR pnic 34• MCAN PESCNW LIGHT STRIP nAo W ►YMIDBOCSNT LIGHT STRIP 4' MCAIDESCMW LRINT STRIP R-GOD LWrt KP 0". eocLAaTY IQTTAD • Pa. PtM-PA ON role CHPES use PORT LOCATION OF TV JACKS 4 PHONE OUTLETS A FANS TO BE VERIFIED to MCMDOWER FR E-CONSTRIGTIGN MEETING. • ALL B 4 20 AMP BRANCH OPIUM TO a ARC: PALLT RNOTECRD PER ELECTRICAL PWASIab OF MM ATH EaTlor[ (]MV . Hee xlen 7Ru EDn1a1 • 20 AMP DEDICATED LAUNDRY CIRCUIT. • am a ISLAND (NOT ON WOMEN CIRCUIT) • DISHWASHER OW .4"CT TO N LOCKOUT N PANEL • BATHROOM E)""T FAIL TO NAVE MN. CAPACITY OF s0 OM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M8073 PeCR ATH EDRIOIN fx01'7) • LAUNDRY ROOT RECEPTACLE SHNALL DE GIeOIND PAILT CIRCa71T•NRRItTER PROTECTION FOR PERSONNEL ON FEEDERS • WMIG METHOD SMALL BE NON METALLIC CABLE PER ELRCTRCAL PROVISIONS OF Prue ATW BD (xnl ALL WOW TO cOMF-LY UTM ELECTRICAL PTROWN" Op THE Peue ATH ED radM, TOR\ a LIGHTING rusr ee 1.JlRGr BAt7e1ENT 7YIeE PER WP Panel MAIN -A PANEL: 6/16 wp crt breaker VOLTAGE 1201240 V -1 Ph MAIN: 150 Amp M.C.8 FEEDER: 381 CuTHAN & 1-448 Cu (G) in 1 117C OR 3. #ZD AL THVM & 1-ee Cu (G) in t W" C. PA110 Wh. Po4 ew M W.IN O_dt Chcwt W.R. n sio, Paw Wln HZ 1 20 Ertada ftse ede OflblUD 7200 1 2 e CQ4D Aix 2 20 myna" P.mp 1000 3 a Spa: r---------� s e .. acc.u. 4D z R � I I aPc. 7 e GFI I — — — PANEL - A — — PANEL: 42 wt breaker VOLTAGE: 120/24OV-lPh MAN: 150 Amp M.L.O. FEEDER: 341 Cu T1 NM & l-p6 Cu (G) in i i/2" C, OR 342A AL hIWN & l-N6 Cu (G) in 1 12" C PRE -WIRED DBIMIG CLG FAN 1j(�7yJT�j/G Pole Skr w+. I.n w.tte clr Chowt wew o.«d on —�—•— an Pre _• wire RWM I ROOM 1 m S-11 hn.a low 1 2 woo R. W so 2 06 \ YZ F '`WIRED — 1 20 No—1 Hood OFl 1600 1 M S.d ApplM.s 7600 5 a 4600 wd.lf a 25 2 010 `♦ CLG FAN 1 20 RM1 150E 7 p e 61 _ J \ (;� �� i 20 Dining Re. .olds AFCI 15M 0 10 1200 Cil r OFI 20 1 02 BDRM.r2 ♦ \ 6'-s' 1 20 8rh GFIR le. 1200 1/ 12 500 N.hw.M GFI 20 1 t12 ♦' GF1 ♦ 7 16 f .I M.II AFCI 600 13 1 15 LM Rm, Lanr. Rk.hen, On. U. AFCI Ba0 15 S 17 11 300E Nyx OFI 18 1B 1500 Iwmb. OFl 30 x 20 1 aI0 ill 1 SO \ I __ -_ i14 1 15 SO&CAD AFCI o00 to 20 1000 Door NGFI 20 1 Q2 / \ I L L 3 .e 21 V4 1 15 e.p.an V / I1.Gmon n AFCI NDD 23 22 12DO Oma I Etterbr U. A R.c ede. AFCI 24 000 aM1 9rb AFCI 20 1 /6 1 >h2 M4 i \ a14 1 15 a.*— 03 AFCI wo 25 27 m ON Ome0s Ba1N..m AFCI 15 1 014 — _ — — _ — — — — \ 014 1 16 e.d.am�I B r4 L.kH1DDD 2e LI 900 i12 1 20 a1211E LMFev 2^a1lUvJlan Nd w 1000 m 1 012 TO 2NO FL.\ SWITCH I I see S dUITCH \\ CABINET I I EST 332 BA #2 � \ I ®,1.0 I o I O 12 FFOOR OR MICRO R 2 35 A/CA.H.U. 5525 � 40 ce t _ OUTLET ;FOR DWI I L ___ ; L abr6 RVAm ON Load. W%d.maodactor.rcuhwon.lhne 17600 {2 Spa.. 27000 Lo sW Kt to tlemNW kdNCWCI(.tllws/Nn J. L .I, man actor a u nR d.I p d uhpot t. amwoclf v 49M ABBREVIATIONS: / ( PAN. AFCI: ARC FAULTORCURNIERRUPTER P8. GFI 44' Flnt 100DOuafts rt I0c% 10000 NC: NONLONCIDENT LOAD GARAGE DOOR AFF. fSICO 1 ___-___ OPT, .mah,w ReeW rt40% 14200 Tdr uc k.a 11705 ITT: ORCUi4D FAULT NTERRUPTER 1I— REF BOLLARD Tar Connected Load Watts 35A65 LOAD CALCULATION 18 BASED ON ABC NON -COINCIDENT LOAD AS RMO. I — — / ram Am . wl.lx4o.dn MILO PER BLDG. 1 General L hIn a Roe taela Load CODE [ / ( III I\ Tdr A/C Foot ( oral LW 4 R..3 W I S . R. 2805 7815 III Nµ•1• 3 at85WA.i htat 100% 1115 � III \ �� a^•r•1 auto Ii ♦'� r, ,� CkhM TDtaI I ` _ Gene al LN 8 Roo,Pem A Nam 11 728 AMC! KEYLESS IF ELD FIXTURE 1' I ♦♦ I FOYER \III ` �; J �-��D VERp, I ® GARAGE I III CLG FAN IL DOOR DOOR 1 II PROVIDE 3•2A0 CU. THEN .NIT. CIA N 2' CONDUIT OR 3 RE •4/0 AL, THIN . Pe Cu IN . CONDUIT. (CONDUIT TO TERMINATE ADOVE eOPFIT o OVERHANG) GFI RIGATION GARAGE — — 150 AMP ELECTRICAL RISER OUTLET 048' AFF. ,[ W,a // 1 P.B. FOR I NOT to SCALE. DISCONNECT ODU cN a� 4o0MDLT CHIMES GIEHERAL NOTES, O ELECTRIC PETER N 1 � A ELECTRICAL MATERIALS AND 148TAL.LATIONS SHALL HES'IA 3R ENCLOS#E PANEL COMPLY BATH ELECTRICAL PROVISIONS OF THE �& W . _ — — — — — — — — — LOCAL. CODES, AND ALL LOCAL PODIA C IMPANY REQ)RIME m BOA/!P D. ALL CONDUCTORS STALL BE TYPE THHN/n4W lSLE88 OPT. NOTED OTHERRSE. COACH ENTRANCENT EVISION SEA LIGHT T F'OBER corIPANY 1e NTERSY61 BONDING TERMINAL AT LOW iseeY VOLTA1aC CQdECTI4" FIRST FLOOR ELECTRICAL PLAN SCALE, 1/4' . I'-0' -3I -3' \� I I I L I LED LIGHTING C� SINGLE LAV. BATH4 PROVIDE 00 AMP, 120440 VOLT, 1 PHASE SECONDARY ELECTRICAL SERVICE. PROVIDE 3 9 COPPER (CW IN 1-14" DIA SCHEDULE EO PVC CONDUIT OR PROVIDE 3 ALUMINUM ALUMIN(AL) IN 2'. DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE BATH THE ELECTRIC COMPANY PRIOR TO BID. 1 •4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED POOTER BTEEI. PER ELECTRICAL PIROVISO48 OF THE PGCR &IN EDlTI@LL2@llL bW' DIA X 8 PT I.CpY COPPER CLAD GRAM ROD i"I N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 wwwAbdesigngroup.wm AA #: 0003325 MEN Y 4 � Q NINE SEEN" suBD V. AS LOT ABBOTT PARK LOT #1 BLK. #9 P1�JECT/L 04181.000-01091 MODELL 4EHB /12605- HAYDEN" GARAGE sTrw0: LEFT PAGE: FIRST FLOOR ELECTRICAL PLAN 160 MPH EXP. C ELECTRICAL LEGEND S7MEi0L DEFINITION NOTES DSV CUTLET 2e AMP SNELE POLE I10V CUTLET EOv CTLET h OF CURB SE1ED TO EEna( �OF, ImV OUTLET ![TAPED NRiRO RAIL NTERIPTER (TATpR POWA T TOW 220V OUTLET (4) UPS CONEOTION �u. CiFI � T METCW OUTCN D-NAY OPER �4 SmTCW 4-WAY OPER 1.. 0 WALL HOIA(7ED LIONT CEILNG LISWT © LED CM LIGHT ©vp LED VAPOR P CCF LISNT O VAPOR PICA LOW OQ R[QEMD CAN eVISIT. PAN I a" PER S(A Fr. Veal. FAPI IwLIGeJr I CR•I PER is Pr. v I:upr CSPm TED DY om 2-RUES YIW ® L ARaeO ( 1 2.0" UASAP � L ARa1O /BUR MNTJ 2' FUIOREKaT N FLUaSEScuff . pf � 21 21 4' TRACK LIQW 0 PANEL METER O8D. NlCKK DETECTOR SV.J w GALL PIOWED «.Iau DETEcroR MATT aAa[-Aff yeyENZM CAROM PIMMIM 9mMX orfectom wm o D STMICE OF NOT LEG• THM 41 Pow RALL PENDANT LOW LIB NAn,al OAS . TE.E4IQE Ja« CATER IBATM DIGCONCCT A" ORCONECT SEE AW ON I �N TBIVNWN JAM TO OOD( JO TO M SUFPORIED N AOCOICASotc oW( J-EOK nAReD As auaa I.OR CELNS 00" CELStl FAwLISUfT TO EE &V"CP I® N ACCCICANCE GV oCN MAIN= AS SUCH FaR 24' INCMptGCENT LOW STRIP ennnnn K' NCMOlSCSaT I. STRIP 4E• NCNO.GCIR Lw4r STRIP FLOOD LIOFR OPT. GECURTY KEYPAD • PA FISH-oIETGN ►OR CW'BS uoE PORT • LOCATION OF TV JACKS A PWOPE OURETS G PANS TO Ed VERFIED • WOMEOVVIX PI! -CONSTRUCTION I'QTNO. • ALL E A 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PCR ELECTISICAL PROVISIONS OF I S= ATI AIDInCN (aely G NEG mn 2014 EDITIGPL • 20 AMP DEDICATED LAI OW CIICUIT. • OP • ISLNO (NOT ON KJTC W CROUR) • DISNWIMER DISCONIECT TO of LOCKOUT N PANEL • MATNCOM E204MUET FAN TO HAVE MN CAPACITY OF SO OM N1ER•ATTm(T PER ELECTRICAL PROVISIONS O• SECTION 11IEO13 PECR 6714 lDITIOa Caen1 • LAINDW ROOM RECEPTACLE SHALL 0E GROUND PAULT CRDAT•NTEIEErTER PROTECTION FOR PERSONNEL ON REIDERo • UGRNG FETWOO SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR ATW ED (2017I). • ALL WOW TO CO'E'LY LATH ELECTRICAL PROVISIONS OF TIE PEOR ATW AOCaen! • ALI - PS OWAI AM &GOICLCELM MISt eE �.Y •lPICIENT TUT! PER L-------------------I SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4' • I'-V LED LIGHTING ® DOUBLE LAV. BATH 3 I I I I I � I I — I I AL I i I I � I I I I I I •L LED LIGHTING C DOUBLE LAV. OWJEWS SATH i44i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX' 407-7744078 www.Ebdosigngroup.com L AA #: 0003325 4 iLi aUBDIV. aE LOT. ABBOTT PARK LOT #1 BLK. #9 PROJECT# 04181.000-01091 MODELA 4EHB "2605- HAYDEN" GARAGE awsxo: LEFT PAGE: SECOND FLOOR ELECTRICAL PLAN 160 MPH . C FIRST FLOOR PLUMBING PLAN SCALE, 1/4 . 1'-0' L------------------------- SECOND FLOOR PLUMBING PLAN SCALE, 1/4 • 1'-®' LAV MAIN PLUMBING RISER 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 321W PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA *: 0003328 o 0mill avaaly. ae LOT: ABBOTT PARK LOT #1 BLK. #9 PROJECT 04181.000-01091 MODEIs 4EHB "2605-HAYDEN" GARAGE BIFMG: LEFT PAGE: PLUMBING PLANS 160 MPH EXP. C !\ 1 ROWD A ABOU%OO�RA AR NO 93M Is AAIM: 8/1520cALE: 1/4"=1'-0"FIEET P1 HVAC NOTES L ALL hrCHANICAL K.XNMW IIM&L EMS PROVIDED WITH PROPM CLEARANCE, FOR SERVICING~ MR rim itia ramo TS. 2. ALL DUCT 6YST1016 INSTALLED IN NON -CONDITIONED AREAS l"L OE CONI"110TED OF A VAUIN OF ND LESS TNEN R-& RATING. ALL SEAM* SHALL Er SEALED WITH GLASS FAD • M WIC. AND INSTALLED AS PER F.0 NTH EDmON /2SYV MECHANICAL. EILD& CODE SECTION &f. A ALL FLEX DUCTS SHALL WE APPROVED UL ISI CLASS I AIR DUCT A* PER NFPA I" 2.1R 4 PPWN AIR NTAIM AMALL NOT CE LOCATED CLOSER THAN b" PF 011 ANY CHWINEY OR MINT OUTLET. OR SANITAIl1' SRUER MIT OUTLET *. ALL Wd"OT AND OUTSIDE AIR INLET DUCTS, NOLL OE CCWTRNCTED OF SMOOTH "V. METAL OR OTHER MATERIALS AS PER FeC iTH EDITION (201) MRGHANIGAL CODE SECTION 6M 1. ENCLOSED SUPPORT PL ATFOIE" N6 SWALL OE CONSTAIGTED IN ACCORDANCE TO FOG &TH EDITION (201T) FrC WANIOAL CODE SOSJ 1. DATH11110Q76 CONTAINM MTHTIEI6, SINW10ft SPAS AND SIMILAR! I SATHM FDf AVID ON A.. IM PWAMICALLY VENTED IN ACC:OMANCI WITH Pw &TH EDITION (2W) M WANICAL CODE SECTION 4M a ALL D 14411"ED OATH ROOMk1 ON" HAVE LNORR-W DOORS FOR MMa4P NR TO WE R URNSO, TO MAL AIR VO4AIISTRO. S ALL FM RAT® CRILOM AND W4LL6 EWLL HAVE AN APPROVED FIVE OR FNISAR M DAMPERS LOCATED AT CEILNS OR WALL PENETRATION AM OE SLEEVED WITH ACCESS DOOM TO PON I DAMPER ALL DAMPER* SMALL EI! NSTALLED TO Ilft RRCOMIEIrDATIQIS AND POC &TH EDITION (IOT1)FICFLYYG4L CODE SECTION "M NR 611111ILLES AND DIFUbIR* SHALL Er PROVIDED WITH GALA NCNIS DAMPER*. TL DRYER BOOSTER TO eE A FAMECN Of 00067rl PAN OR EO))Al FANTECH DEIF NO PRYER DOOSTE R CAPACITY "LI EMIR FEET WITH MAX. SIX BLOOM LEGEND ® SIPM-Y AIR DSIVSER MRMEN AIR OMELL ® am -WILL OR I WAY oMIUSER SOLD Lira SLIPPLY TIEW MOM LIP• MUN N TRUNK 1 ESALANOM DA M OR DIED 0 CELM VO L"T FAN CEILD4 EXHAUST FAN I LNOFTT CIA OUTSIDE AIR m THOWIOSTAT IM PASS-TiIW AIR WELL NOTE= ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O 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 61MPSON WO ROLL STRAP y OR EQUAL AIR HANDLER EXTERIOR WALL N 3/4' PVC CONDENSATE DRAIN LINE SECURE STRAP TO UNIT W/ (2) EVAR TRAY y PVC SLEEVE TO LINES IBELOW SLAB 4' CONCRETE SLAB aSXI 114' SHT. MTL. SCREWS T REFRGERANT LINES TO CONDENSER UNIT PLATFORM RETURN `ONDENSING UNIT TRAP DRAIN LINE AND TERMINATE CONNECTION TO PAD IN AN &PROVED DRAIN,FDAS PER CR iTH EDITION l2mIT) NOTE, MAIN COND. DR4 AM 3/' DNA MECHANICAL BLDG. CODE SECTION 3012A OVER • FROM STRUCTURE R HVAC DRAINS SCORIATED NICKEL /- FIN. FLOOR BRONZE FL. PL. / OR WALL BRASS PLUG --�'�FITTINCs OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM BOOM INSIDE SERIES NICKEL BRASS TOP CAULK P.VC OPTI/SPEC FLOOR SLAB CLEAN —OUT (TYP.) N COUNTERSUNK Co. PLUG I.N. GRADE OR PAvM I'-i' SEE SPEC. I'-8'X8' CONC. FITTING OR EXTENSION TO 801E OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (T NTO r----------- I I I I �G mFROM I BEDROOM !F2 ADovE� IlX8 I, --------------- � III z--------� II m 4 -------- R4X6 12XI2 I , PASS I ,r BATH # THRU , 1 'r�----------------_-- - ----- i C I I I j Ir'X I I I I �' J KITCHEN STOR: I I WH o '-______ PAN. I I I I I I � —ff S' S/A j I FROM ABOVEwm m, u FOYER 'iii FIX III III GARAGE III— — — FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 . I'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-774807E FAX: 407-774-4078 www.abdoeigngroup.com AAA: 0003326 J s m a dS o 0 a BUBDM Sc LOT iiiil ABBOTT PARK LOT #1 BLK. #9 PIROJECTGS 04181.000-01091 MODELa 4EHB "2605—HAYDEN" GARAGE BWMWG: LEFT PAGE: FIRST FLOOR MECHANICAL PLAN 160 MPH E C i L------------------------' HVAC PLAN SECOND FLOOR OC4LE, 1/4 . P-®' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH:407-77445078 FAX- 407.7744078 wwwAbdeslgngroup.com L AA M: 0003325 idtit � Isi� atmDIV. ac LOT ABBOTT PARK LOT #1 BLK. #9 PROJECT# 04181.000-01091 MODEIs 4EHB "2605— HAYDEN" GARAGE awixG: LEFT PAGE: SECOND FLOOR MECHANICAL PLAN %160 Wid EXP. C PER cr+e� 1 2X4 TOP PLATE PRE -FAD TRUSS 1,12' 'm BOARD In' DRYWALL SECURE BT. - PLATE TO SLAB W/ Wd MASONRY NAIL • 32' Or - MAX FIN FLR. 2X4 WOOD STUDS •24' oa. BLAB N011=: * I UL7D IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN Ib' O.C. OR NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. (1)TYP. INT. WALL (NON—BRG.) 21 SCALE, 3/4'.1'-& FIBERGLASS 1114MI-55 OVER "30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.1.1 ON J' O.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER 1-m TYP' ELEVATIONS O.N. . VENTED SOFFIT I � i I 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ¢/S' GYPSUM IN OR 1/2' HIGH STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' OZ. B' CMU 1/2' GYP. U.L. BD: WOOD BASE — V DIA SLEEVE, DO NOT CUT FE ec D REAM NOT CUT SOLID 6"OUT THE BOND ICU (1)• 'S _ EEal (2) COURSE REDAM PIPE THROUGH BOND BEAM SCALE, 3/4'•I'-O' FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWS.0 ON }' O.S.B. SHEATHING OR }• CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL MTL. DRIP EDGE 2x FASCIA PER ELENS VATIO VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2B GAS LINE THRU BLOCK FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.1.1 ON J' O.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS In' THICK 2 COAT, PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY I' -0' TYP. Wl a GARAGE DOOR JAMBS D1 SCALE: I1/2'.1'-0' 2X4 SPF 24' Or— MAX. SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES PER STRUCTURAL DETAILS OVER 30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905).1 ON J' O.SB. STIFFBAGK AT ALL UPRK.NITB SHEATHING OR }' COX 71�IPEIR STRUCTURAL DETAILS PLYWOOD SECURED PER r-m FASTENER SCHEDULE PRE-ENG WD. Tim" TYP. ox MTL. DRIP EDGE PER ELEVATION 2x FASCIA PER Ir ELEVATIONS CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS VENTED SOFFIT SEE ENERGY CODE FORMS FOR PRE-ENG. GABLE TRUSS INSULATION R-VALUES PER ELEVATION WEEP SCREED \ 5/B' GYPSUM BOARD OR In' 2x P.T. SECURED PER HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS In' T14ICK 2 COAT MAN INSULATION H.'.H PORTLAND PLAST CEMENT� WINDOW ATTACHMENT AS PER DIREC MANUFACTURES BPEGIFICARY TIONB PLASTER APPLIED STRUCTURAL IX2P.T. FURRING STRIPS —•}�`,) I / STRIPS • 24' O:C.. 1 �` VU' GYP. WL. DD. • cm WOOD BABE FIKFLRL — _ 0'-01 FIN. FLR 0'-0' FIN. FLR — 0'-0' FM. FLR e• CMU a a W/ WINDOW OPENING TYP. WALL SECTION W/ WINDOW OPENING BALL SECTION l�J N�O OPENINGS NOTE= NO OWNING PER SECTION 905.I.1 - FOR ROOF TO LESS THAN 4:12, A 5 1—STORY HIP BLOCK WALL (2)LOPES ER1UN ERLAYMENT SYSTEM 6 1—STORY GABLE BLOCK WALL D1 SCALE. 3/4'"I'-o' IS REQUIRED. FOR ROOF SLOPES D1 SCALE, 3/4'.I'-0' OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 486S TYPE IV, OR ASTM D 6151 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774607E FAX: 407-774-4078 www.abdosigngroup.com L AA A: 0003325 J Y R d a itmDIV. de LOT: ABBOTT PARK LOT #1 BLK. #9 PROJECT* 04181.000-01091 MODELS 4EHB "2605— HAYDEN" GARAGE 81IIMG: LEFT PAGE: DETAILS 160 NN EXP. C ND A. AR N DAR� 8/15/20 SCALE: 1/4"=1'-0" 8*1zw D1 FIBERGLASS SHINGLES FIBERGLASS SHINGLES OVER W FELT PAPER OVER W FELT PAPER OR SYNTHETIC OR SYNTHETIC PRODUCT, INSTALLED PRODUCT, INSTALLED PER SECTION RSOS.IJ PER SECTION RWS.I.I ON J' OAJ9. SHEATHING ON I' O.S.B. SHEATHING OR;' COX PLYWOOD OR J' CDX PLYWOOD SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE PRE-ENG WD. T R PRE-ENG WD. T ER 24' O.C. MAX. EVATION 24' O.C. MAX. IfELEVATION METAL DRIP EDGE METAL DRIP EDGE VATT INSULATION - 15ATT INSULATION 2x FASCIA PER REFER TO ENERGY REFER TO ENERGY ELEVATIONS CALCS FOR VALUES 2x FASCIA PER CALCS FOR VALUES VENTED ID.N. I 5/S' GYPSUM ISOARD ELEVATIONS 10 5/8' GYPSUM ppARD SOFFIT TYP. OR 1/2' HIGH STRENGTH TYP. OR 1/2' HIGH STRENGTH CLG. BOARD VENTED CLG. BOARD RE�RENCE Ix2 FIRE -STOP SOFFIT Ix2 FIRE -STOP STRUCTURAL 4J IN611L. REFERENCE R-4J tt48UL. STRUCTURAL a I I w w a� � W WINDOW ATTACHMENT I j AS PER N� MANUFACTURES �u SPECIFICATIONS STRUCTURAL 3/4' T 4 G SUBFLOOR 3/4' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING 1/2' THICK 2 COAT PE AND NAILED IP/RTLH� DOLE PORTLAND CEMENT SCHEDULE CECOANT PLASTER APPLIED w PLASTER APPLIED DIRECTLY TO w DIRECTLY TO w MASONRY M MASONRY w m IX2 FIRE -STOP LEVATION IW FIRE -STOP LEV ION SEE STRUCTURAL -- SEE STRUCTURAL R R LEV T10N IEVATON 5/6' GYPSUM BOARD 5/6' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. OR 1/2' HIGH STRENGTH BOARD CLG BOARD R — — ELEVATION IX2 FIRE -STOP IX2 FIRE -STOP R-4.1 INSUL. _ , R-4.1 INSUL. WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -REFERENCE STRUCTURAL 1/2' THICK 2 COAT 1/2' THICK 2 COAT PORTLAND CEMENT PORTLAND CEMENT PLASTER APPLIED Ix2 P.T. FURRING PLASTER APPLIED Ix2 P.T. PURRING DIRECTLY TO STRIPS • 24' O.C. DIRECTLY TO STRIPS • 24' O.C. MASONRY 8'CMU MASONRY B'CMU 1/2' GYP. WL. BD. 1/2' GYP. WL. BD. WOOD EASE DO FIRE -STOP WOOD RASE IX2 FIRE -STOP —A d' d' . Limit ~ LpJE E 4: 4: n W/ WINDOW OPENING 1 WITHOUT WINDOW OPENING 2—STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE. 3/4'.I'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-77445078 FAX: 407.774,4078 www.abdeaigngroup..m AA N: 000W25 Y V k s H w S j aUNDry & I.oT ABBOTT PARK LOT #1 BLK. #9 P1tOJMCT* 04181.000-01091 MoDmu 4EHB "2605-HAYDEN" GARAGZ SWING: LEFT PAGE: DETAILS 160 MPH EXP. C ma 2Xa P.T. • CENTER OF DOOR LEADER 8CCIJIIED IW (1) V?' X P J-DOLT UV 4' MIN, EP'DEDFENT UV 2' X 2' X N' WAMER 4 NUT 'm UV (2) IR' X V ANCHOR OOLTS UV 2' X 2'XN' UTA&M t w ® /ECURE 2x4 ON FLAT TO OLIO m W MASONRY NAILS. 7X6 GARACA DOORM 6CK SECURED UV (S) ' X S' J-OCLT OR ANCMOR INh SOUS, UV 4' MIN. EI'EECtINW, W/ 2' X 2' X VS' WA6WFt A MT. (V WTMIN S' Or TOP, (I) WTHN a• OF THE OTM, (3)EVENLY SPACED. 19 IE m m co UN �.l Name, ALL ANCHORS SMALL BE N ACCORDANCE TO MAMPACnMENS, INSTALLATION INSTRUCTIONS WERE aurs( NaTRUCTleM AM MORE AT0946JR M GARAGE DOOR BUCK ATTACHMENT euu ••r e e' cMLI :a' DRYWALL I'X4. OR 1'X2' P.T. NAILER Ix4 P.T. OR 9'4X4' MIN. SECURE THRU FRAME t EXTEND I -A' INTO BLOCK W/ V TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I -A' WITHIN V OF EACH END t 18' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +3/4 OR +5 4 WINDOW TO BLACK +9 4 OR +5 A SCALE: KT.S. 2X4: m SECURE TO BLOCK W/ Yo' TAPCONS OR (MIN. 814AW SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) - WITHIN V OF EACH END t IS' O.C. MAX SPACING. 2Xb:m SECURE TO BLOCK W/2-V*- TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END t 8' CM 18' 04. MAX SPACING. )S' DRYWALL 2X8.m ❑ I'X4' OR I'X2' P.T. NAILER SEACURE BLOCK W/t-%- OOR CASING (MIN. SHANK SIZE .145 CAAD MIR HEAD SIZE 300 OOR JAMB OR WINDOW BE MIN. EllDMENT I Yi) TTACH TO 2X PER WITHIN 8' OF EACH END t MANUFACTURES DETAILS. 18' OC MAX SPACING 2X4m SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE .145 MIN. 3 HEAD SIZE CC MIN EMBEDMENT I Y4) WITHIN V OF EACH END t NOTE: STRUCTURAL 2X IW O.G. MAX SPACING. MUST BE ON OUTSIDE t 2Xbm SECURED THROUGH SESTO BLOCK W/2-V*' NM -STRUCTURAL �(r' M15EPMENT INTO BLOCK (MIN. SHANK SIZE J45 EMIN MIN. HEAD SIZE J00 EMBED MIN. EMBEDMENT I Y4') G AJ WITHIN 8' OF EACH END t ' DRYWALL 18' O.G. MAX SPACING. Q 'X4' OR I'X2' P.T. NAILER 2XS•4= SECURE BLOCK W/2-w6l Y.' O.S.B. X 4' MIN. (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 149 ATTACH TO 2X PER WITHIN V OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +1-15 1p" �nl RLITDON TO BLACK +1-15/ S " SCALE: KT,S. 2X4:m SECURE TO BLOCK W/ TAPC.ONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X W5' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK W/J-%' NON-STRUCTURAL- Va' TAPCONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE .148 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 3" MIN. EMBEDMENT I Y4) 8. CM W OF EACH END t Yf DRYWALL IB' OJ:. MAX SPACING. ❑ VXW OR I'X2' P.T. NAILER 2X8m2 SECUREW/2-Y&' CASING TAPC4TOBLOCK (MIN. SHANK SIZE .145 7TTACH MIN. HEAD SIZE 300 JAMB OR WINDOW MIN. EMBEDMENT I Y4) TO 2X PER WITHIN 8' OF EACH END t MANUFACTURES DETAILS. IV O.C. MAX SPACING. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JA1B TO BLACK +1-1 DOOR JAMB TO STACK +2 1 } QDsax1/WD01F TO BLACK +1-1WINDOW TO BLACK +2 1/4 " E: N,T D SCALE: KTJS. 2X4m SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE J00 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST ISE ON OUTSIDE 4 2Xbm SECURED THROUGH SEGO BLOCK W!/2-�(a'-STRUCTURAL 2)(r' TAPCON MIN. 1-)41' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 CMU MIN. EMBEDMENT I Y49 DRYWALL WITHIN V OF EACH END 4 18' O.G. MAX SPACING. 14' OR 1'X2' P.T. NAILER 2X8m SECURE TO BLOCK W/2-V&' TAPCONS DOOR CASING (MIN. SHANK SIZE J48 MIN. HEAD SIZE J00 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN 8. OF EACH END 4 ATTACH TO 2X PER IS, O.C. MAX SPACING. MANUFACTURES DETAILS. rent,« AsxmXm"nvsx roex mcmir! DOOR JAMB TO BLACK +3' E\:,10CALIE, KTA. 2X4m SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X I8' OJC. MAX SPACING. MUST BE ON OUTSIDE t 2Xbm SECURED THROUGH SECURE TO BLOCK W/2-%- NON-STRUCTURAL W,' TAFC0WMK GNAW SIZE TAPCCN MIN. I-Y4 J45 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8' OF EACH END 4 8. CM DRYWALL J/J• DRYWALL IB' O.C. MAX SPACING OR 00- P.T. NAILER SECURE BLOCK SECURE 2X SECURE TO ( K SIZE TAPCONS(MIN. SHANK SIZEJ48 STRUCTURAL MEMBER r,21 /12I2d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END t b' TO V O.C. MAX MIN. EMBEDMENT I Y4) OOR CASING WITHIN W OF EACH END t DOOR JAMB OR WINDOW 18' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +3" M +3" F' SCALE: N.T 2X4m SECURE TO BLOCK W/Y4' TAPCONS(MIR SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) NOTE: STRUCTURAL 2X WITHIN V OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.G. MAX SPACING. SECURED THROUGH 2Xbm NON-STRUCTURAL V SECURE TO BLOCK WA-1/4' TAPCON MIN. I-Y4 TAPCONS(MM. SHANK SIZE EMBEDMENT INTO BLOCK J45 MIN. 14EAD SIZE 300 , cm MIN. EMBEDMENT I Y4') 'DRYWALL WITHIN 8' OF EACH END t IVO.C. MAX SPACING. OR I'X2' P.T. NAILER 2X8m �.X4' SECURE TO BLOCK WA-1/4' 7(6' O$J9. X 4' MIN. TAPO" (MIN. SHANK SIZE J45 DOOR GABNG MIN. HEAD SIZE 900 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHN 8' OF EACH END t ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. IIpA, YM M NaOaD 1011a! Ors roD rler DICaRili'1 DOOR JAMB TO BLACK +3-7/16" A TO BLACK +3-7 18' G SCALE. KTA. 2X4m SECURE TO BLOCK W/Y4 TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END t NOTE. STRUCTURAL 2X 18'Or- MAX SPACING. MUST BE CH OUTRIDE t 2Xbm SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL V&* TAPCONB TAPCON MIN. I -A' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300-LrMIN. EMBEDMENT 149 8' CMU WITHIN V OF EACH END t K• DRYWALL I8' O.G. MAX SPACING. 11 VX4' OR 1')C2' P.T. NAILER 2X8® SECURE TO BLOCK WA- I/4' ' P.T. X 4' MIN. TAPCONS OOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN V OF EACH END t TTACH TO 2X PER IW OJC. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +3 3/4' W TO CK +3 4" H SCALE. NT . 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-77446078 FAX: 407-774-4078 www.abdeaigngroup.00m L AA X: 0003325 s mill 5 BUDDIV. 1e LOT ABBOTT PARK LOT #1 BLK. #9 PROJECT 04181.000-01091 moDEL: 4EHB "2605- HAYDEN" GARAGE 9VfWG: LEFT 1 PAGE: DETAILS 160.MPH EXP. C rppA8/15/20 8CAIX: 1/4"=1'-0" SHEET D3 PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 104S6.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 F8CR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 104465 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 30531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 1065S.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL.12091.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 16982.3-Rl MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL 15333.8 - R2 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 22/31/2020 FL 15333.7 - R2 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL 15076.1-115 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL S684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.20-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-114 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-R6 THERMA-TRU EXT. DOORS 6'-B" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7630.2-117 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR w/SIDEUTE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL 5891.4-RS THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 21/31/2020 FL 10758.1-R7 OWENS CORNING ROOFING ROOFING ACCESSORIES 2027 FBCR 10/13/2020 FL 17801.1 INTERWRAP, INC. ROOFING ROOFING UNDERLAYMENT 2017 FBCR 11/17/2018 FL 10477.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-R4 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-113 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL7006.1-R9 IKO SHINGLES 30YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 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 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 06/10/2020 S 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774.8078 FAK 407-7744078 www.abdosigngroup.com AA M: 0003325 b 0 JlUNDIN. is L074 ABBOTT PARK LOT #1 BLK. #9 nma 00� 0-01091 MODmmls 4EHB "2605-HAYDEN" OAVI AGIC OVUM: LEFT PAGO PRODUCT APPROVAL LISTING 160 MPH E C < v 11 DI' � 6/15120 =AM 1/4"=1'-0" JlJFImmmmT D4 OLFOLD WIVO-FR.A Z) Omm OLFQD-. P(. A i. COWAN . ►T. 5 x CRIAN - R. C ow EDER. OVeLAP 6 .ATh M PIRCMAMICALLY FAGM A- OC. MAX OLFO1D WMIO-PT.A 7. EDAM - F.T. • • ® LFOLDww.FR.• 7. COWAN - FT. S I CRIAM . FT. C A raw F7. C OAR FT. s TILL PT. C TOUCHUS mTICK F-~ .. r • moTram 'LANE° WATER TtlMT ORAL POW, ma as QIT. p THICK 3 coaT Cero1T PLAaTER Owwwb UP f COAT cmim FLATTER (O'W, WPM LAYER 4, (°ORTFlOER OWLOM PAPER (FRAM ONLY) ONE, LAYFA % 6=W Ww(Rw: OIY) KICKOUT DETAIL ww.vice __ ADOW CISY/ ■ om cm OUR a I •.CUT PLAOMM n- Tt e+ AV � ..TALL rKRour AT GORCN OF A1OOF NINYaCf10W WATER TUW KAL (/BD OR $C OW M MOT GR) WOOD SHEATHING OR CMU WRB LAYER "I, STUCCO WRAP (FRAME ONLY) d' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB ' TAPE OVER ROOFAUAL l e�-oeFn 3'XS' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) — CAP SHINGLE - OF NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"LOT FLASHING N.T.S. LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ......— — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-I03.1.1 / ASTM C-84-1-09, MIN. 2B LBS. PER 50, YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774 6078 FAX: 407-7744078 www.abdoolgrkgroup.com AA M: 0003325 1 a W NOW sumzv ee r or: ABBOTT PARK LOT #1 BLK. #9 0 181".00"-0109 U0D=- 4EHB "2605— HAYDEN" GARAGM swnaa: LEFT sAIGM WALL ASSEMBLY DETAILS 160 MPH EXP. C D 6/15/20 =AM 1/4"=l'-0" szamm WA1 LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFI5ER — — — — — 5UILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-841-09A MIN. 2.5 L55. PER SO. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES FjB DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH — WAALL 6' SELF ADHESIVE FLASHING (INSTAL PER MANI.P. SPEC BUILDING PAPER UNDER 'i FLi A VENT PENETRATION SCALE. N.T.S. ELEC. METEI VERIFY LC NRCN IV 1«l,iC�YC STUCCO SCRATCH COAT t 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I -ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYE ILEND FOAM )R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ::O SCRATCH COAT LARSER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHII APPROVED HOUSEWRAP BELOW CUT SUCH THA NO MEMBRANE ENTERS BOX, APPLY TO FAG EDGE APPLY E-2 OVER 60 MI GRADE 'D' FELT-PROVI SEALANT Al JOINTS AND INTERSEGTIC STEP #1 STEP #3 WRE3 LAYER h, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MR BANE PLAS14MG APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 01 APPLY 60 MIN - CiIii 'D'FELT OVER SELF-ADHERNG FLASHING OVER APROVED HOUSEWRAP a. STEP #2 11 WRB LAYER 81, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING `WRS LAYER 02, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) ti METAL LATH STEP 05 STEP 'Vo OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32760 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com L AA 8: 0003325 J h A sysazv. as Lli ABBOTT PARK LOT #1 BLK. #9 m 0 0-01091 MID D 4EHB "2605- HAYDEN" LEFT PAii WALL ASSEMBLY DETAILS 160 MPH EXP. C f A. A NO R 8/15/201/4"=l'-0"AP2 LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO F- k 2 1/2' ING ----- CORNER BEAD (FASTENER t SPACING ® 1' O.G.) GMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � R�CORNER BEAD � BLOCK 1441 Ni RONALD RFAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdmigngroup.com AA 0: 0003328 � 6 a 'A w TE O i� '-summ a< 07 ABBOTT PARK LOT #1 BLK. #9 041 pm" 0�-01091 MODS1. 4EHB "2605- HAYDEN" GARAGM swats: LEFT PAGM WALL ASSEMBLY DETAILS 160 MPH EXP. C BUY" UX= 614EAT14NO G"AI OTwEER I,EiWive u"TwEEm R FSISTIVEDAPW Ilf.`' X l l'4' LAP Blom RLAMIM6-ADNElIRG FLAOMM f \ WMAT14101 REEIBTNE SAMMESTARTER STRIP / \\ \\ WEATWER RESISTNE \ = GALVV FETAL dZu4 Z' PLASMMG TRIM MIRIONER x \ / UlyaOxDrT 8U`R�AR 11- GAP QVQALLrM CR APPROVED /EALANT \ 1 SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-01b, MIN. 2.5 LBO. PER SO. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX 407-7744078 www.abdosign&oup.com AA 0: 0003325 Y I g W r� 0 a x J IA evsaiv BBOTT PARK LOT #1 BLK. #9 PMJMCT#► 4181.000-01091 woa 4EHB "2605-HAYDEN" oARAGS BVMGi LEFT PAGO WALL ASSEMBLY DETAILS 160 MPH FA C I ' 2x6 SUB-BANb T W/1'x4' NOTCH "" END, WRAPPED IN PEEL 4 STICK DRIP EDGE d\ I\ ------------- I/8" � 1/8' TEXTURED I \ FINISH a WOOD I \ \\ 1/2' TEXTURED FINISH * CMU / \\ METAL FASCIA 1 WRAP Ye, FROM \ I STUCCO, I' FROM \\ - ------ ' ja WOOD WALL \ EXTERIOR WALL \\ (FRAME OR CMU) \ NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY ®ELEVATION ®FLAN A T/8' TEXTURED FNISH • WOOD, W' TEXTURED FINISH • CM x ' METAL LATH x x x x x x x x METAL FASCIA UAFAP WOOD SHEATHING x x x x x x OR CMU x 1. WRB LAYER 01, x x x x x I STUCCO WRAP (FRAME ONLY) x x x x x x x x x x x x — WRB LAYER 4, FORTIFIBER x x x x x x x x x x x x x BUILDING PAPER (FRAME ONLY) x x x x x x x x x x x x x i FRAME OR CMU 2X6 SUB BAND cn ROOFING CEMENT x x x x x x x x x x x i x x x x x x x x x x FELT PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE METAL KICK OUT x x x x x x x x x x x x x (REFERENCE POINT ©FLAN B ONLY. FOR WALL OFF x SET OF COMPONENTS) ROOF KICK OUT REMOVED 1\ FOR CLARITY \ ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL NOT INTO STUCCO) TEXTURED FINISH a / WOOD, 1/2' TEXTURED FINISH B CMU 2x6 SUB -BAND W/I'x4' NOTCH 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 B WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS O.C. MAX. 2x SUB -BAND W/Wx4' NOTCH 0 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 3• x x x '".'..:.. SUB BAND DETAIL Cam? WALL W/KICK—OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT o ROOF EDGE OMITTED FOR CLARITY iME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN.)(4- ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I4'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT o ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003328 :e n I?i An Mill _3 �o 00 OUNDIV. & LOT ABBOTT PARK LOT #1 BLK. #9 PMJZCT# 04181.000-01091 MODOis 4EHB "2605— HAYDEN" GAlt"M OWING: LEFT PAGO' WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH E . C TE-i 28'-2" m TOP OF SLAB -a4o 117 I 1- 4" CONC. w 3 SLAB 1 h oa o ------_ _ )--4 --� ---'— —FM-16x18 I 1 i i 1.1 2'-8" , 5'-4" 111-8" 101-0" i 4"PVC "ii I CHASE 'y li i i 4 TOP OF in m LL SLAB R g rn c, CU I I 11'-10" T-5" 20'-5" n LL CW-12x12 s rill z p F-2 1J I 1.1 l o x24 C1LNC 202 _ — o �ii " m YCHI G LL� 8 N UP TO 2ND FLOOR �n I oil U n d I =" O (FIELD VERIFY I aii� o� EXACT LOCATION) 8 �iiw '��w 5 3-0" 1.1 1.1 I I ii ^ 4 � 8 n WAY #3 TRANSFER STEEL u1 O.C. MAX 2 � 124" . R Im I I FIN. CONIC. SLAB I I ml I 4 • 210" 16'-0" 2'-1 1.1 1I FM_16x18 — J 4 4 �Ipum 1. 1.1 b l LLI 0 r-s• — — FM-16x18 m — ,J 4 N e — — — w v I q Oa o LL FM-12x18 J Y 4 N — _Q — — _ — _ — . Y 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 +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NGVD. 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 WITH THE MANUFACTURES SPECIFICATIONS, 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.OINDICATED #5 BAR, OINDICATES #6 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 80" 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 SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5.13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5.13, USING: Fm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x8 W1.40V1.4 OVER GENERAL 31/2" 6MILVAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOMREINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 12" CONTINUOUS 1S. - (2)#5's (+)V-0' FM-16x18 16" CONTINUOUS 18" - s (+ "-w FM-20x18 20" CONTINUOUS IS, - s + •-0" FMC-16x18 16" CONTINUOUS 18" - s - VARIES CW-12x12 12" SEE PLAN 12" s - + 0`° CWC-12x12 12" SEE PLAN 12" - s - VARIES F-24x24 24 " 2 s s (+ -0"2 8" PLAN sTE-1 - "4" 141 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774.8078 FAX: 407-774-4078 wwwzbdeslgngmup.00m AA #: 0003325 Y aUDDIV & LOT: ABBOTT PARK LOT #1 BLK. #9 PROJECT 04181.000-01091 MODEL: 4EHB "2605-HAYDEN" GARAGE awING: LEFT PAGE: FOUNDATION PLAN 160 MPH . C IF 30" MIN. EACH WAY G MONOLITHIC FOOTING }} STEEL REINFORCING IN GROUTED _ STEEL REINFORCING IN GROUTED d CELL SEE PLAN FOR SIZE AND Q a CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS a SPACING REQUIREMENTS _— LLI U J W 1 I - .. �s .. v " GARAGE DOOR W RECESS �a Cy Q r FM 1 f C 0) - Z 8" CMU WALL O 8"CMU WALL a �� CORNER BARS, SAME SIZE AS BAR cn W B' O — o Z_ tO *- 0'-0" 1 IN FOUNDATION WITH 30" LEG EACH jKil w = 9 d. WAY AT ALL CHANGES IN DIRECTIONS U cUn TOP OF SLAB • - - TOP OF SLAB SO THAT THE STEEL REINF. IS CONTINUOUS x/"-� � ,—.—, r. I -MATCH AMOUNT OF CONTINUOUS BARS CURB FOR . a. �` EXT. PORCH SLAB ... L SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4' CHAMFER (1-STORY) 18" � EXT. PORCH BLAB VARIES SEE SLAB SCHEDULETOP OF GARAGEv. 4"CHAMFER I(4 °� i a , CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE'0. N� MASONRY UNITS SET AT ELEV: W/1/2'ISOLATION ° (WHERE 8" CHAMFER (2-STORY) #4 24" W/ 1l2" ISOLATION (1STORY) 6" CHAMFER (2-STORY) 0'-0"JOINT APPLICABLE) z SEE SCHEDULE #5 30" JOINT (WHERE, APPLICABLE) •T�° EE SCHEDULE Z ° WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING 2 FOR WXD, BAR SIZE„ 1. FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS 09. 2 TO 3, PROVIDE 2 BARS), UNO #7 EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:3/4-1-0" 2 @ GARAGE SCALE:3l4"=1'-0" CORNER BARS DETAIL 4 DOOR OPENING SCALE: 314'=1'-0" SCALE: 3/4"=1'-0' LAP TOP PLATE A MIN. OF 48" —� AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" OIC BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W! PLAN w 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE w w s NEW REINF. BAR PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. O SECURED W/ 2- PART PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO 2" CAPPED 6�. I EPDXY. MIN. EMBED SLAB W/10d MASONRY GALVANIZED PIPE � S 8", LIND NAIL 16" O/C STAGGERED. W/FLANGE 0 BASE O FOLLOW ALL MANF. ADDITIONAL METAL U SPECIFICATIONS FOR USE AND CONNECTORS NOT REQUIRED WHEN NO o PREPARATION OF W UPLIFT IS PRESENT. „ A„ HOLE. Z C SEE SLAB SCHEDULE SECURE FLANGE TO Q SLAB W/(4) 114" X 2 1/4" O TAPCONS �O TOP OF SLAB 4" CHAMFER (I -STORY) 6" CHAMFER (2-STORY) - e EQ. EQ. SEE SCHEDULE FOR W.BAR SIZE AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL BOLLARD MONOLITHIC FOUNDATION $ scALE:3/4"=r-7' (NO UPLIFT) C `2 6 SCALE: 314"=1'-0" SCALE: 314"=1'-0" LAP TOP PLATE A MIN. OF 48" �y 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 m STEEL REINFORCING IN GROUTED PLANS FOR SPACING. SINGLE :9 CELL SEE PLAN FOR SIZE AND BTM, PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL SPACING REQUIREMENTS PROVIDE DBL. TOP PLATE 16" O/C STAGGERED. C U ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO ai Z 8" CMU WALL UPLIFT IS PRESENT.POURED LINTEL CONT. (TYP.) 6"CMU FILLED CELL (TYP.)TOP OF SLAB °TOP OF SEE SLAB SCHEDULE 2X WALL FRAMING+-0'-01/2"DIA. WGROUTED SLAB °° SIMPSON STB2 BOLTS 5" EMBEDMENT INTO SEE SLAB SCHEDULEMINIMUM 4" CHAMFER (1STORY) OTOPOF m � � ", ° CELL, 4" FROM ENDS AND W�/2"OISOLATION 6"CHAMFER (25TORY) U -. � • ° 18" O.C. VERTICALLY MAX JOINT (WHERE #4 24" ° y APPLICABLE) Z MATCH STEEL #5 30" SEE SCHEDULE 8" PVC CHASE g REINFORCEMENT PER SCHEDULE #6 36" 6" PVC CHASE THRU FOOTING FOR WxD, BAR SIZE THRU FOOTING #7 42" 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 s°ALE:3la"=1'-0 (NO UPLIFT) BLOCK WALL CONNECTION 12 THRU FOOTING SCALE: 3/4"=V-0" SCALE: 3/4"=l'-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-774 4078 www.abdesigngroup.00m L AA #: 0003325 tj J tj O oxn3Dm as Eom ABBOTT PARK LOT ##1 BLK" ##9 PROJECT 04181.000-01091 MODELc 4EHB "2605-HAYDEN" OwRwaE 8WINd: LEFT PACE: DETAILS 160 MPH P W.. 0 DAM6/15/20 8CAIM: 1/4"=1'-0" a*== S1.1A FIRST FLOOR DOWEL PLAN SCALE: 1/4" = 1 W 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com L AA N: 0003325 d o� SUMDIV ae LOT: ABBOTT PARK LOT #1 BLK. #9 PROJECT/ 04181.000-01091 MODZU 4EHB "2605— HAYDEN" GARAGE SUING: LEFT PAGE: FIRST FLOOR DOWEL PLAN 160 MPH M. C ._._ DATE: 8/15/20 SCALE: 1/4"=V-0" SHEET s1.2 TIEBARE VERTICAL REBARc TO HORIZONTAL ! RW/ 10" HOOK Z i GROUTED BOND BEAM � - Z n VARIES PER ELEV. 5 . a CLEAN OUT REQUIRED '4 FOR INSPECTION Q ' I"' FIN. FLR. TIE ERTICAL REBAR TO HORIZONTAL - REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. ZLU #3 18" >O #4 24" ^ U #5 30" .5 31' #7 47 HORIZONTAL/VERTICAL REINFORCING SCALE: &4"=V-0" ow > -. NEW REINF. BAR K � SECURED W/ 2- PART a 0. ( EPDXY. MIN. EMBED g 5", UNO FOLLOW ALL MANF. V) 0 I SPECIFICATIONS FOR _ Cc USE AND ¢� PREPARATIONOF Z w HOLE. W� STEEL REINF. OF BOND. BEAM ADDING BAR TO 4 BOND BEAM SCALE: -0 3/4"=,'"' OFFSET METHOD CONTINUOUS BAR SIZE 488#3 18"11. METHOD #4 24" HORIZONTAUVERTICAL #5 30" REINFORCING �; ;�" L SCALE: 314"=1'-0" #5 BARS 0 �1 M a� ■ 4 k 'I -0 CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-7744078 www-abdesfgngroup.com AA #: 000332B Y s a ac7MM as r oT ABBOTT PARK LOT ##1 BLK. ##9 PROJECT 04181.00 -01091 MOa.1T. 4EHB "2605-HAYDEN" GwRAaS 8T#WG: LEFT PAGM: DETAILS 160 PH W. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG 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 i 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. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6, BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. 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 PIIS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS, 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK CEfieel P&710N REMARK 1Q (2) 2X8 BEAM SCHEDULE RZZUM 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 re (PSI) WxH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BSI MASONRY 3000 8X16 (1)RS (1)#5 WA GROUTED SOLID BB2 MASONRY 3000 Bx8 (1)#5 WA GROUTED SOLID SAFE GRAVITY LOADS FOR 8" PRECAST 8, PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH O1O r4' (4r) PRECAST =I 4.4" (4r) PRECAST 1965 ,Rr (54') PRECAST ISIS 9d' (649 PRECAST 1217 9-Ia (m PRECAST 1002 9$ (78') PRECAST 908 r4' Rn PRECAST 743 rW (11r) PRECAST 554 10b' (129) PRECAST 475 11'-V (131T) PRECAST 362 ir4' (144') PRECAST 337 134- (Ia0) PRECAST 295 14'4' (18n PRECAST 279 14'4' (17W) PRESTRESSED NR 19.4" (184') PRESTRESSED NR 1r4' (209) PRtED N.R. 144' M PREFIRENED N.R. 21*W Mn PREF RENED NR 2r-0" R64') PREENTF MESSED NR 24'-0' PRE87REHBED o�mvoov 0�00000 oo�omo� omovoov oo��oom mmmo�oo ���000v mm0000m �m000�o D"m00m0 oo®o©mo oomooE�Q ��m©0m0 oomoomo oommmoo "m0m0" ®�00�00 ®0mmm00 000m0®o c�ommom® 0D�m0m� 0��0®0m ( N.R. in400 461 4M ,M2 1222 (*I THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ALL VALUEBTAKIN FROM'SAFE LOAD TABLES' BY CASTCRETE MAY 2M5 EDITION • ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD w- SAFE LOAD - POUNDS PER LINEAR FOOT PLF �'�"^ TYPE .... .-. RCMU TYPE MWT M,a 4flNT WAMT W214r 4MIT ws,T 3'4' (42') PRECAST 10255 1024 INS r4' (42-) PRECAST V-W (469 PRECAST 765 763 IX9 44' (41n PRECAST P4' (64D PRECAST 502 501 1073 4'4' (5P) PRECAST 94' (M') PRECAST 411 411 745 94- (841 PRECAST F-IV (7(In PRECAST 340 3O 518 T-IW (7n PRECAST 94" (769 PRECAST W? 721 490 94" (M') PRECAST r4" Pn PRECAST 424 534 38S r-V (SO") PRECAST S4" (112) PRECAST 328 512 230 S-P (112') PRECAST 10'4' (12r) PRECAST 254 401 160 1S8 (12r) PRECAST 11'1' (IW) PRECAST 200 462 154 11'r (138') PRECAST 1r-W (144') PRECAST 244 402 IV 17-W (1441 PRECAST 13-4- (1W-) PRECAST 217 324 110 I94" (I601 PRECAST 14'4" (16r) PRECAST 205 283 100 14'4' (I6n PRECAST 14'4' (IM PRESTRESSED N.R. 294 91 14'4' (17n PRESTRESSED IFW (164l PRESTRESSED N.R, 260 83 1" (184') PRESTRESSED 17`4' On PRE N.R. 194 64 1r4' C[ n PRESTRESSED 1S4' Mn PRE NR 148 62 IW-C Mr) PRESTRESSED 214' Wn PRESIId380 NR 126 42 21'-C 0 n PRW7RFSBED 2r-0' (254) PRE MR 116 40 22-4' (M-) PRpTRE88FD W4r PlI1 PRC47ROO NR 91 38 24'4' 0n PRESTRESSED (A) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. • PRECAST PROOUCTS BYOTHERS TO MEET OR EXCEED VALUES STATED ABOVE • PROVIDE MO M11M Y OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE A: 16-0126.03 FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" b 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-7744 078 FAX 407-774-4078 www.abdosigngmp.com AA A: 0003325 ZZ c o � !2J B)tJBDIV. as L/OT: ABBOTT PARK LOT #1 BLK. #9 PROJECT/1 04181.000- 01091 ![ODEIa 4EHB "2605- HAYDEN" GARAGE 911111sr7G: LEFT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 160 MPH EXP. C IN D TM 6/15/2O SCALE: 1/4"=1'—O" 8*1z= s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W! 10" HOOK #5 BAR IN BOND BEAM CORNER 1 REINFORCING OF BOND BEAM SCALE: 39'=V-0" OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER SONDBEAM L-#5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM Wl STANDARD ACI HOOK CORNER BARS AT CORNER STEP 3 SCALE: 3/4"=1'-0" PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE, A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. B. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. T I OF v' F=FILLED W/ GROUT .(�A U=UWILLED f1\O NOMINAL WIDTHBEAM # OF #5'S, IN 2NO BOND COURSE �FNOMINAk6-1 T/1 f�fl/ 0 Q� HEIGHT # OF #VS, TOP B IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX - 11/1M/00 INDICATES A DOUBLE BOND BEAM # OF 05'S, BOTTOM AND XFXX- 1T/OW00 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX- 1T/1M/OB INDICATES DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX- IT10WOB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST • 319' WINDOW i a, SILL SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION SINGLE #5 CORNER I BAR, 30z30TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM �� PROVIDE #5 BAR STEEL REINF. OF AT EACH SIDE OF ELEVATION BOND.BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM TYR z8" BOND BOND BEAM �1A5 1#5 TYR 8"x16" io BONOBEAM 1#5 SX16 DBL. BOND TOP OF BEAM Wl (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/ (1) #5 BARIBOND,, BOND BEAM GROUT SOLID FRTO LINTEL TO TOP OOF OPENINGBEAM, IF FILLED SEE NOTE 58X8 PRE -CAST COit LENGTH OF1)BAR MASONRY OPENING-2"BEAM DESIGNATION OR8x8 PRE -CAST CLINTEL, W/O STETO PLAN FOR LOT( PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)13/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1l4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4') 8" FROM EACH END AND 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 SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1.1/4" MIN. 2-12d PER BLK. EA, END EMBEDMENT OSB SHEATHING WALL ARCHWAY FRAMING DETAILS `5 WOODBEMM FAffTM VACtp d. =2" MIN, 2 }• MAX s. = 2 }" MIN, 9" MAX s=1}'MIN, 2}'MAX ea=}" MIN, 2}' MAX de =2" MIN, 2 }'MAX h = 2 }" MIN, 9" MAX }"MIN, 2}"MAX %=}" MIN, 2 }' MAX d. =2" MIN, 2 }' MAX S. = 2? MIN, 9" MAX M2d §=1}"MIN, 2}"MAX' ea=}"MIN, 2} MAX 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS NOTE: • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST i }'OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d. = END DISTANCE % = SPACING BETWEEN ADJACENT FASTENERS IN A ROW s, = SPACING BETWEEN ROWS OF FASTENERS b = 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.abdoslgngloup.com AA #: 0003325 9 6 faysDm ag L01% ABBOTT PARK LOT #1 BLK" #9 Pao"=Tp 04181.000-01091 MODau 4EHB °2605—HAYDEN" GARAGE SMNG: LEFT PAGE: DETAILS %160 MPH W. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL, 9. 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. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. 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 ATRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SDI 8 BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X6 (3 J2'7d 4") SYP. HTT4 W/5/8" DIA x S" S/S3.tA PT., WOOD POST EXP. BOLT r- — — — — — — — - FIRE ) _R= =T STOP FLOOR 2X4 NAILER FOR DRAFT PRE-ENG. _ STOP FLR.TRUSS ELEV. VIEW PRE-ENG. FLR. JOISTS �I 3/4" PLYWOODI DRAFT STOP �I I PRE-ENG. FLR. JOISTS p,"'41 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS FIRST FLOOR FRAMING PLAN SCALE: 1/4" = l'-0" (JOIST MU WALL W/ LGUM464DS Wl (4) V x 4" ANCHON AND (4)Y" x 2Y" NVSTO BM1, BLOCK W/)v ) EA SIDE OF BMI. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH:407-7746078 FAX: 407-7744078 www.abdosigngroup.com L AA #: 0003325 A dy 8 91.781DIV as I.CY; ABBOTT PARK LOT #1 BLK. #9 PlIOJECT�p 04181.000-01091 HODEIs 4EHB "2605- HAYDEN" GARAGE OWING: LEFT PAGE: FIRST FLOOR FRAMING PLAN 160 MPH EXP. C {1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)1 Od x 1 } NAILS TO TRUSS {2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 +' NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) JI) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 31" NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)1 Sd x 3 }" NAILS TO GIRDER 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. lx2 SECURED W/ 10d GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFMALLIFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22"x4", 6", 8" x 4'-0' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LEIS (1 PLY) B ALLOWABLE UPLIFT = U2365 LBS, LA430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 1a 1b 1c TYPICAL TRUSS/ SCALE: 314 =1'-U GIRDER CONNECTOR(S) 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG WOIST 5/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD SECURE WOIST TO TOP PLATE w/ (2)12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. BB�S TH#BOESB PROVIDE DBL. TOP PLATE 4500 3/4" WOOD PANELS PROVIDE BLOCKING 6000 (2) 1/2" WOOD PANELS 1/2' GYP. WL. BD. 60 (2) 1/2- WOOD PANELS 90 2x LUMBER a. a' r,_'�I-JOIST CONNECTION @ L.B.W. Y scALE:314"=1'-0" (NO UPLIFT) NOTCH DEPTH 1/4"D GE �5I8" METER L. STUD OUTERiq SPAN HOLE EDGE -W" 04, HOLE DIAMETER < 3/5"D DBL. STUD STUD NOTCHING AND BORING LIMITS $ SCALE: i 112„=i,-0i @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 TRUSSANCHOR WITH (9) 10d x 1 J" NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOFMALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. �A4,) SIMPSON LGT3SOS2.5 GIRDER TIEDOWN WITH (4) t" x 5" TITEN HD TO CMU AND (12) SDS }'x2} TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }'x 5" TITEN HD TO CMU AND (18) SDS }' x 2x WOOD FASCIA SEE ARCHITECTURAL 3" TO GIRDERlx2, 2x SECURED W/ (3)16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH GALV. COMMON NAILS.' (2) }" 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 12" OIC SEE SCHEDULE SOLID, S" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2a s 2c TYPICAL ROOF GIRDER CONNECTOR(S) 8� BACHERBLOD( THN79E88 4500 3I1' WOOD PANELS 6000 (2) 1/2" WOOD PANELS 60 WOOD PANELS BO 2x LUMBER LSTA12 20 GAUGE W/ 10dx1/2 HOG COMMON NAILS. 10 EACH END TOTAL OF 10 LVL/IJOIST WITH BACKER BLOCK HTT4 W/ 518" A.B. WITH MIN.7" EMBEDMENT TO SLAB 6 (18) 16d x 2-1/2" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB A _ C LVUWOOD POST CONNECTIONS 5 A - SIMPSON IUS1.81/16 G < 1400 LBS, U <70 LBS W/ (2) 3/4"" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14)10d GALV. COMMON NAILS TO HEADER AND (2) 1 Odxl -112- GALV. NAILS. TO JOIST FL#17241 B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 314- WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14)1 Od GALV. COMMON NAILS TO HEADER AND (2) 1 Odx1-112" GALV. NAILS TO JOIST FL#17241 C - SIMPSON MIU3.56/16 G < 2900 LBS, U < 210 LBS W/ (4) W4!' WEDGE-BOLTIJ-BOLT, 5" MIN. EMBED (24) 1Sd GALV. COMMON NAILS TO HEADER AND (2)1 Odx1-12" GALV. NAILS TO JOIST FL#17241 D - SIMPSON HHUS7.25/10 G < 4140 LBS, U < 1610 LBS W/ (8) 3/4'" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (16)16d GALV. COMMON NAILS TO HEADER AND (10) 16d GALV, NAILS TO JOIST FL#25749 E - SIMPSON MIU4.75/16 G < 3455 LBS, U < 210 LBS WI (8) 3/4'" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED i 6d GALV. COMMON NAILS TO HEADER AND (2)1 Odx1-112' GALV. NAILS TO JOIST FL#17241 WOOD LEDGER �� ATTACHMENT DETAIL 5 SCALE: 3/4"=1'-0" 6'-0" MAX (W/1X4) 1. OR 10'-0" MAX (W/2X4)* # 1100 UPLIFT SIMPSON — HTSM20 W/1010d TO TRUSS AND (4)1/4" x 2114" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4)1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PREENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER 8 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3l4"=1'-0' (2) 2X4 No.2 SYP DIAG. — BRACE W/ (3) 12d 0 EA. TRUSS .(OIAG. BRACE TO COVER 5 TRUSSES) V-0" TO 30'-0" (1) "X" BRACE W-1" TO 60'-0 (3)'X" BRACE (1)'X' BRACE @ CENTER (2)'OC BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, - lx4 DIAGONAL SEE ARCHITECTURAL PRE-ENG GABLE TRUSS—� BRACING, SEE PLAN FOR LOCATION STIFFBACK (ASPER MAY NOT BE REQUIRED TRUSS ENG) BTM. CHORD OF WOOD ROOF TRUSSES 1x4 BTM. CHORD BRACING 6'-0" O/C —/ END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD p �+ INTERSECTION TYP. BTM" CHORD BRACING 6 SCALE: 3/4"=7'-O" 24" 24" MAX. w/ WOIST SPACING 8" MAX. END w/I-JOIST TYP TYP ACIN EE FRAMING LAN END E MAX MA% MA% LEDGER BD. 12' EXP. i2) 2X85YP P.T. d EDGE ROM (2) 2,, SYP P.T. 3/4' EXP. BOLT/JEOLTW/2' LEEDGER BOARD LEDGER BOARD TO BOLT/J-BOLT W/ 2' WASHER851I2" TO BE USED 1. ENSURE THAT EXP. BE USED WITH( JOIST WASHER851I2" MIN. EMBED. (TYP) WITH WOIST BOLTS/J-BOLTS ARE PLACED MIN. EMBED. (FYP) INTO GROUTED CELLS, 8' ALL AROUND BOLT. FROMEl El 2. SPLICE OF FRONT AND REAR LEDGER LEDGER SHOULD LAP A MIN OF Z 4'-T. Z oJ� 3. ALL BOLTS TO HAVE WASHERS (2)2X12 4. EXP. BOLTSIJ�BOLTS SHOIRD SYP NOT BE ANY CLOSER THAN 8' PT Z O/C. 2 oo— CONTACT5. ONLY LEDGET(REAR INDIRECT R i (2) 2X8 COMACT (REAR LEDGER) WITH REAR SYP PT CMU REQUIRED TO BE P.T. LEDGER FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLT SIZE EMBPAgNO CBVTRAL8PAC77fi A DOUBLE SYP 2x8 1/2" B" MAX. 24" O/C MAX. B DOUBLE SYP 2x12 (2) 3/4" 8" MAX 24" OIC MAX. I -JOIST WOOD LEDGER DETAIL 1 O SCALE: 3/4"=l'-0" SEE SCHEDULE FOR BOND BEAM RED. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'4" O.C. (AT SHEATHING SEAMS) SECURE 2x8 PT. PLATE TO BLK W/ 112" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/,2d's 8" O.C. MAX CONT, 2x4 SECURED W/ (2)10d's @ EACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX. BLOCK WALL W/ GABLE END PRE-EN&D TRUSS scALE:3a"=1'(Y' THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON HI GA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO FI AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH:407-774,6078 FAX: 407-774-4078 www,abdesigngroup.com AA #: 0003325 A d 6 o C M IE aunDly as IAT: ABBOTT PARK LOT #1 BLK" #9 PROJECTIp 04181.000-01091 MODEIa 4EHB "2605- HAYDEN" GARAGE 81RNG: LEFT PAGE: DETAILS (I -JOIST) 160 MPH EXP. C r"PRAIll" 8/15/20 8CALE: 1/4"=1'—O" •*IFFY S3.1A SIMPSON H6 W/ (8) Sd COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF"BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING (o/« EACH END (JOIST / LVL-/ PLATE STRAPS W/ 1.W x 1 1/2" HDG NAILS WALL / FLOOR FRAMING, 2 I -JOIST PARALLEL TO WALL SCALE: 3/4"=1'•0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0"O.C. (AT PRE{NG'D WOOD O SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION FOR STRAPPING VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/ VT DIA, ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's B" O.C. MAX CONC.POURED LINTEL COURSE CONT. 20 SECURED W/ (2)10d's @ EACH TRUSS TO BE INSTALLED @ 10'4" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL $ SCALE: 3/4"=l'-O" 8" CMU WALL— REINF PER PLAN (2) 2x4 P.T. Wl - MASONRY NAILS 0 12" O.C. 1X2 FIRESTOP- STRAP TRUSS TO PL. SEE SCHED. BELOW TRUSS TO TOP PLATE A - SIMPSON MTS12 U < 990 LBS W/ (14)10d GALV. NAILS. B - (2) SIMPSON MTS12 U < 1420 LBS W/ (14)10d 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" #8 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED OFF CENTERLINE 3/4" AS SHOWN 1 3/4" iv JOIST (SEE 8CREW PATTERN ( FRAMING PLAN) DBL 2X12 SYP#2 LEDGER. SEE BOLT SCHEDULE, 10/S3.1A. SECTION DETAIL AT I -JOISTS PERPENDICULAR TO EXTERIOR WALL PRE-ENG ROOF TRUSS 5/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE w/ (2) 16d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL Wl 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/ 12"x9" WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 5-12" EMBED. MIN. G 16" OC MAX. „� TRUSS CONNECTION @ L.B.W. `9Q 9b SCALE: 3/4„=1'•0" #8 WOOD SCREWS x 2" LONG a 3" O.C.; STAGGERED ASSHOWN 1 DBL. 2X8 SYP#2 LEDGER. SEE BOLT SCHEDULE, 10/S3.1A. 8" CMU WALL REINF PER PLAN PER ELEVATIONAk S/4" OLL 3'' SCR, EW PATTERN iUU P R ELEVATION 24" M IJOIST IS 2x4 P.T. CEILING FRAMING PLAN) NAILER Wl MASONRY NAILS @ 12" O.C. 1X2 FIRE -STOP SECTION DETAIL AT I -JOISTS PARALLEL 4 TO EXTERIOR WALL SCALE: 3/4"=1'-0" 04/46 SYP N( WOOD POST T SLAB. SEE SCHEDULE BELOW FOR CONNECTION FL#17239 TRUSS/WOOD POST CONNECTIONS 10a 10b 10c SCALE: -"=I-' TRUSS TO POST CONNECTION A - SIMPSON MTS-12 U < 990 LBS W/ (14)10d GALV. NAILS. B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1ANTSDS, (1) 5/8"' A.T.R. TO HDU4 AND (10)1/4" X 2 12" SOS TO POST POST TO BLAB CONNECTION A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 518 DIA. x 6" EXP, BOLT SIMPSON ASU46Z POST BASE <U:2,300 G10,335 W/ 518 DIA. x 6" EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <1.1:4,565 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB 8 (26)16d x 2-12" NAILS TO POST. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH:407-7748078 FAX 407-7744078 www.abdosigngroup.com AA #: 0003325 yq� g a G a 7 iLL.) eUDDIV. a# LOT: ABBOTT PARK LOT #1 BLK. #9 P1tOJECT# 04181.000-01091 MCDELo 4EHB "2605— HAYDEN" GARAGE SWING: LEFT PACE: DETAILS (I —JOIST) 160 MPH EXP. C PaWT 8/15/20 DATE BCA* X" 1/4"=1'-0" at*IZET S3.1B PRE-ENGINEERED %1 VALLEY TRUSS CONNECTION 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.8078 FAX 407-7744078 www.abdosigngroup.com L AA 0: 0003325 0 Mill a SVHDIV. Be LOT. ABBOTT PARK LOT ##1 BLK. ##9 PROJECT 04181,00 -01091 MODEla 4EHB "2605- HAYDEN" GARAGE EKING: LEFT PAGE: DETAILS L160 MPH EXP. JC DAR 1 E. 8/15/20 SCALE: i/4"=1'-0" MEMET S3.1C 7-8" 14'-0" 17'4" 6-8" 4 2.1 2.1 co J U U 00 w. J J - LL 9'4 3l4" TOP OF DECK OPENS 'P b e 8'_0• 10'-0" 4 i 2'-O' T-0" 7'4" 5'.4" 21'-8" 18'-0" 39'-8" SECOND FLOOR DECK PLAN SCALE: 1l4" = 1'-0" 1441 N. RONALD REAGAN Sl LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wwwabdosigngroup.com L AA N: 0003325 1 Y d o -LLL 9 MM BVBDTV. An TAT. ABBOTT PARK LOT #1 BLK. #9 PROJECT# 04181.000-01091 MODEU 4EHB "2605-HAYDEN" GARAGE SW MO: LEFT PAGE: SECOND FLOOR DECK PLAN 160 MPH EXP. C 1441 N. RONALD REAGAN M LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.corn L AA #: 0003325 d s aunty. as ii07% ABBOTT PARK LOT #1 BLK. #9 PROJECT 04181.006 -01091 MoDEx.c 4EHB "2605—HAYDEN" GARAGE SNINC: LEFT PACE: SECOND FLOOR DOWEL PLAN 160 MPH EXP. C SECOND FLOOR DOWEL PLAN SCALE: 1/4" = 1'-0" =fmin L[ell 2[olow 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1Od x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER C 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'4r, FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK REMARK DESCRIPTION 10 1 (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION to (P-1) WxH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 Bx16 (1)#5 1 (1)#5 1 N/A I GROUTED SOLID BB2 MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT 0-41"Nm SAFPL OAD SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH M78 I Mao I visa I mam I woo I wows I 4105w TYPE LENGTH 8118 �S RGSI TYPE LENGTH MIT NNW M2•n mzzr VWIT sl a BFse•1T aas#r aF21.1T raw NOD -IT w amT 0424T I was2T S4' (421) PRECAST 2231 3•d (42� PRECAST IONS 1024 1688 Sd (4Y) PRECAST 1m 2m 3m 4m an Tomtaw mm gem 4314 ma 6132 mot 4'd (469 PRECMT 166E 4'd (46-) PRECAST 7e5 783 130E for (4n PRECAST ,m am mm 3116 4070 am Ban ,m no Me, we am an am 4'4r (M-) PRECAST 15S/ 4'4r (54) PRECAST 582 561 1079 VW (M PRECAST Mr 2m am7 we No 4711 can tme 1m Will 3e75 4048 4141 3111e 9i- ro4") PRECAST IM7 Fr P4-) PRECAST 411 411 746 94• (e4•) PRECAST tow 201 sm mw wet 4m 1016 ens Gan am am 3011 4m B-ta (7a) PRECAST ion F-ta (MPRECAST 340 330 618 9-10' (MPRECAST m I= aro7 M nss Be m 1017 2m sew $107 3m 1 41W Fd (Te9 PRECAST BOB Fd (T6") PRECAST 507 721 490 Fd (7n PRECAST m lau. am m1 fit m ,4eT I ,m I sm 1 2no 1 mi 1 ans T4- 1s09 PRECAST 743 id Rn PRECAST 424 534 383 Td (9C') PRECAST TV. 1 mm 2ww am TV me, we zm I 3m I am I me 9r (11Z7 PRECAST 554 l24! (112' PRECAST 326 512 230 9r (11T) PRECAST Mt am seoo en m ,2,e 1m ,ew am me tad (128) PRECAST 475 tad (126') PRECAST 264 407 780 1afi (126') PRECA$'T m en Ole INS 14N 1 2" em m 11m lm im am no 114• (131M PRECAST 362 114• (13M) PRECAST 260 452 164 t1'-P (13n PRECAST N4 m m /027 , 151 IM 4m am 1372.4t642 1e1a11 21m t2'd (149) PRECAST 3" 11'd (1441 PRECAST 244 402 137 t2'd (14Y) PRECAST p0 m M m 11 tm 4n m m im t ,N mia 1Tr (15a') PRECAST 2N16 err (16a) PRECAST 217 324 110 1Fr (tea) PRECAST 416 m 467 im m 1 ,m m m 7m ,Iw M 1BB7 W-a (16n PRECAST 2M lN4F (1e6I PRECAST 205 2S3 100 14NEM'47' (16n PRECAST m m m »1 m ,m 4m 4m T17 ,m , ,wT 14'd (176� P�8TRE88ED NA IN-r (Im PRESTRESSED N.R 264 81 14'd (17e) PRESIR�ED m m m m m m eTa m m t m 1318.1734 17N 1Fr (1S4T PAW N.R 16r (184-) PRESTRESSEDN.R 20 63 tVr (1e4.) PRESIPESBED 224 ne m w et,210 1m tTr Ree9 PRES1RE88® NA 1Tr R6e9 PR681 N.R. 194 64 1Tr (20e") PREPREBBm +u m m m /si mH2 14781Vi- r4n PRINMENED N.R. 19r mr PRESTRESSED N.R. 148 52 tar (2 r pR68TREm[31 ,w 1w m m as Mt ea 74T 12272Tr l '1 PRESTRESSED N,R mzm 2Pr p)an PRESTRESSED N.R 125 42 21'r (26" PRESTRESSED tw am U70 m m m mt422mTr 1m22d (XV) p 6ED N.R 21'•a (2849 PRESTRESSED N.R 11e 40 27d ON-) PRE tm te7 m m m m m m m24'd HER,n l 9 PAD N.R ZV.T pn PRES1 N.R S/ 33 24!-V W PRESTRESSED m m In m 4m m 4e2 7w m m m ON taoa ,sn (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT RESAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. ALL VALUES TAKEN FROM •SAFE LOAD TABLES• BY CASTC.RETE MAW 2015 EDITION • PRECAST PRODUCTS NY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS • PROVIDE MN1t4UA11• OF SEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 16-0126.03 OD�O�m� Om�000� oo�mmm 0�00�00 ommomoo 000 �m�00�001 mm©0©Q�Q� OmmO■�00 ommoo oosa000v oommo®o o©m��oo ODm0�00 oomomoo O�mmmm0 oommo®o DOD©0� 0��O0m 0©00�0© — — — — — — — — — — — — — — — — — — — — — — T — — ­ ­ m — m w — — m w — w — — — — — — m — — — 8F8-1 T/OWOB I 8F8-1 T10W0B U.N.O. PROVIDE BB2 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL 17'-4" ♦♦♦ , ♦ I ♦ I ♦ I ♦♦♦ I , ♦ I 1 ♦♦ 1 ♦ ♦♦ s ♦♦ ♦♦ 1 1Be 8F8-1TI0M/0B 0 11 1 J ' 1 j 1 � I 1 1 I 1 GT 1 I ` — — — — — — — ——��8�T�OM/OB--- 1 1 ♦♦♦ ♦♦♦ i 8F8.1T/OMI08 1 8F8-lT/0M/0B♦♦ 8F8-1T/OM/OB ♦♦ 1 2.1 1 1 popeam L---------J---------- -------+-=y L-------------------------� SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1 1 1 1 q 1 1 1 1 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-77443078 FAX: 407-774A078 www.abdesigngroup.com AA M. 0003325 1 5WEBB Up IV Z SUBDIV. a# LOT: ABBOTT PARK LOT #1 BLK. #9 PROJECT 04181.00 —01091 HODEU 4EHB "2605— HAYDEN" GARAGE S7RIJG: LEFT PAGE: SECOND FLOOR LIFT BEAM PLAN %160 MPH EXP. C DAA E: 8/15/20 SCALD: 1/4"=1'-0" SHEET S5 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS, CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WI (8)10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 112" 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. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PSS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. 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 LEIS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING ATRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE 8 BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT W61 4X6 (3 Y2"A5 A-) SYR HTT4 W/5/8" DIA x 5" S/S3.1A PT., WOOD POST EXP. BOLT lA v o --------------------- ROOF FRAMING PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 327W PH: 407-7748078 FAX 407-7744078 www.abdosigngroup.com l AA N: 0003325 d14 J FWs w C evsaty. ae LOT: ABBOTT PARK LOT #1 BLK. #9 PROJECT/ 04181.000-01091 MODEIA 4EHB "2605-HAYDEN" LEFT PAGE: ROOF FRAMING PLAN AND NOTES %160 MPH EXP. C PRAT 6/lfi DATE: /20 SCALE: 1/4"=1'-0" SHEET s6 rA i I - a CABLE -END x A ROOF WIND DESIGN PRESSURES NET (UND55) ASCE 7-10 ZONE 1 = 2379 PSF (33.79) ZONE 2 = 3148 PSF (49.48) ZONE 3 = 67.16 PSF (77.16) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C' RISK CATAGORY: If APPLICABLE IN PRESSURE COEFFICIENT H- 0.18 ROOF DL*PHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2"CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. CIA. SHANK TENSILE STR. SHANK 8d RING SHANK, 21/2" 0.120" 170,000 16-2RINGS SCREW SHANK ER NCH) I Bd SCREW SHANK 21/2" OA20" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Bd RING SHANK GUN NAILS 4" O.C. TOP 8 BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. Z W Z a W se Z U N O U Of 9 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES J j Z J U w . J_ V) O C . Z S ' In U . Z N w Z CO w Y � U =yJ 0 O V It 9 , TOP CORD BLOCKING AT 4' O.G. MAX. IN FIRST 2 FRAMING .SPACES AT EACH END. RAFTER ORTRUSS ROOF CHrAFATHINd BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS (� 6" O.C. IN FIELD �-• 8d RING SHANK GUN NAILS @ 12" O.C. IN FIELD or Sd x 2 172" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.6.,jN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBGR 2017, 6th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3W.. WOOD" PROVIDE S%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES 8 STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/C. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, PROVIDE6-ML CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SUSSGNGROUND WHERE INDr.ATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER, FIG= 1100 PSI AND A MODULUS OF DRAWINGS SEAMS LAPPED B INCHES AND SEALED WITH ADHESIVE TAPE. ELASTICITY=1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED, PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES PRESERVATIVE DIUM SHALLCORROBORATE D NDOVELWOOD TREAT ANY FORM -WORK: TETRAHEDRALRE FOR STRUCTURAL USE THAT SHALL BE EO FOR FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT "RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN %- OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2z STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS.02. SYP UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED WELDED WIRE MESH" AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS, MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED Y-W OC, EACH WAY. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL' TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE BO IN MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS FLOOR: LIVE LOAD 40 pall REVIEW. LIVE LOAD 20 psf TOP CHORD -NGR-concurrent TYP. MIN LAPS SHALL BE AS FOLLOWS: 94 BAR - 25" p6 BAR - 36' 10 paf BTM CHORD-rwn-conwrtent DEAD LOAD DEAD LOAD 15 Psf TOP CHORD 20 paf TOP CHORD (7 paf W ASPHALT SHINGLES) (10 pat w/ No GYPCRETE) 10 paf BTM CHORD 5 paf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: IOpt BALCONY LIVE LOAD 60 Pef STAIRS LIVE LOAD 40 Psf A5 BAR - 30' p7 BAR - 42" PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A. AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14,'DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND TPIANTCA BCS11' COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI ASS.1-1982. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. WIND: DEAD LOAD SPEED -180 MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7.10 (FBC R2017) EXPOSURE C. RISK CATEGORY 11) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10paf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS 6 ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20paf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30paf, 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: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VOEHHIICLE GARAGES: 50paf, ROOMS OTHER THAN SLEEPING ROOM: 40paf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY" PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES- (ACI 5301 ASCE S/TMS 402, BUILDING CODE REQUIREMENTS FOR SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS 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 PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE, PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SLACK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM G90, GRADE Pm AD = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 140 COMPONENT AND CLADDING WIND LOAD PRESSURES, THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL 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 WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C478, AND SHALL PROVIDE A 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 MAXIMUM US" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" 70 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATIOW SITE PREPARATION' "M" "S" FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pal, FOOTING TYPE OR MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT, MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM G270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1657. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AN LL D/OR VERTICAL THE OWNER $HALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS, LOCATIONS FAILING TO MEET THE REINFORCING. GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 KBI FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE 8, Fy = 46 IIEL STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy = 35 KsI. TUBE AND PIPE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SUB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5"d- PRIOR TO THE ADDITION OF PLASTICIZER. BETIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD, CONCRETE SHALL COMPLYWITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C44 OR MEASURING, MIXING, TRANSPORTING.ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE 18 BATCHED, THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED w MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. R SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NDTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SWILL BE AS FOLLOWS: A T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-1/1" FORMS AND SMALLER Z FOR 4S AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4" FOR SLABS, WALLS AND JOISTS 14/1" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIGTxxJ SQE TWEE SPACpJO REMARxB APhIGTKKJ SRfi 1VPF SPACING REMARx3 I¢PT FURRNGTO tMASONRYICONC. CASE HARDENED OOIL a. .—GE DOOR BUCK Br DW. tAPLON MASONM 11FF EMBED..r END T. NNL 11/Y LONG, b0 TO MASONRcl NO WASHEP FASTENER a. 11 EDGEDWS SGD�AL.EM.DWRR GBE HAPDENEOOOA kbC WNDOWA)OORI FASTENED GA RAGE DODR BUG 1R'GA. WI EXPANSION BOLT 2r 01C rEMBED.l.—ET., x ,SEE NOTE6 NML 11?LONG. STAGGERED INTO MASONRY/COND. TOMISONRYIq C. WASHER -GE GMT. waxlow eucx GBE HARDENED wA e•ac wa4xxxmoau FASTENED METu sTPAPro CONTACT THIS ENGINEER FOR SPACING _.SEE NOTES NAL 112•LpJG. BrACGERED NfTO MASOMYICONC. MASONRY ICONC. REQUIREMENTS EM.BWNG GOOK BUG2x PT.SEE NOTES )3•ta9K ASHER TAPCON' FASTNEN 1C bC 1IG EMBED, a•EN). DUST.. 11?EDGE DUST. NONAF/,RNK WOOD WALL TO ANC. SIAB 1? EXPANSION 1-EMBE—END WI 11HER BOLT �• OaiT., 3' EDGE DIST, PT WINDOW wG 0.138'PAF x21R' B-bC rEw.OWT.,1 t? ,To—. ODL., SEE W/WASHER 9TAGGEM. EOGF DIET. N0 E 8 NOTED 1 ALES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / R NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS R EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NQA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WADE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. Ix MEMBERS ARE HAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS R PAF TO THE SUBSTRATE. J.44i N. RONALD REAGAN BLJ LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407.7744078 www.abdoslgngroup.com AA #: 0003325 Y L d g a O a 9 iL OVHDIV. k LOT: ABBOTT PARK LOT #1 BLK. #9 PROJECT# 04181.000-01091 1tODEL• 4EHB "2605-HAYDEN" GARAGE OWING: LEFT PAGE: DETAILS 160 MPH EXP. C 4;4,, 31�3y�