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HomeMy WebLinkAbout38386 Sonnet Landing Ave99 1828-4EBB-CAL199, ALL WORK SHALL Cp!PIY UtrliH PREVAILING CODES ELORIDA SUi, ;)LING CODE, NATIONAL ELECTRIC CQpE AND THE CITY OF ,ZEPHYRHILLS ORDINANCES HOMES REVIEW DATE APR CITY OF ZEPHYRHI PLAN EXAMINER 12602 TELECOM r_)FiIVE, TAMPA, FL 33637 Tel= (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -gam MMMG coMFzmnmAl, ABV, ABOVE LAV. LAVATORY DATE DESCRIMON ,, CDs MUM ARCHITECTURAL SHEET DESCRIPTION 7g IBp®pI A/C ADJUSTAITR)NwG MUM. LUMINOUS DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 w -AIL IDCAL AND STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 'CONSTRUCTION TYPE - VB -YIN INTERIOR FINISH - CLASS B -BASIC WIND .SPEED - Vult=160 MPH Vasd=124 MPH EXPOSURE - C .I -STORY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES A/C ALT. AMP. BD. CL CAB. CLG. CLR. CONC. CPT. C.T. D. DEL. D.G. D A. DIM. ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTERLINE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION M.C. MPR MIN. M.T. MTD. MTL. MTS. O.C. PL P.B. PH. PLT. PLYWD. PR. P.T. R. MEDICINE CABINET MANUFACTURER MINIMUM METALTHRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE. PLATE PLYWOOD PAIR PRESSURE TREATED RISER ft" 2on FBC UPDATE PG Cl-COVER SHEET PG GN- GENERAL NOTES PG Al -FLOOR PLAN PG A2D-ELEVATION "D" PG El -ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG MI -MECHANICAL PLAN PG Di -DETAILS PG D2-DETAILS PC D3-PRODUCT APPROVAL &%/S CDs RE-18&ED 02/2M NG SIDELEVATIONSADDED 03nbm CDsRE•1�IED ��� FOOTlYaREVISIONPERMBOtlNB 06RVb CpgRE-q�m O2ftIS ADM CVIZLESSFO0IERATGARAGE MAIL (FORT MYERS) fWAS PLAN MAINTENANCE OVAM F EV15M LINTEL SIZE AT 19N W ENTRY DOOR DISP. DP. DR DT DTI. DISPOSAL DEEP DOOR DOWNSPOUT DISHW RAD, RAG. REF. RM. RA. RADIUS RETURN RA ORu.L REFRIGERATOR ROOM ROUGH OPENING PG WA1-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS STATE OF FLORIDA SQ.�7 P 1. l�ilW. 0m4M ADDED ADDITIONAL RECEPTACLE IN GARAGE PER WILL BATSON (rELW p 4,B D NVAG vDLunEs ON scFT caL.c Sc+aEDu.E (rELB.N o6AR/e ADDED SCERIOR MOW DEEP FOOTeR• DETAIL 12 MA (ORL) PROFESSIONAL ARCHITECT: D.W. DISHWASHER S.C. SMOKEDEECTOR PG WA5-NOT USED 06/1UI9 ADDED LED LIGFTTS + KITCNNEN 4 BATH PER MARK BOAS ROLAND A. ABOUCHACRA LIVING 1628 Sa FT. EA. ELEv. EQ_ EXH. EACH ELEVATION EQUAL EXHAUST S.D. s.H. SHT. SHTHG. SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING PG WA6-WALL ASSEMBLY DETAILS VV" ADDED STONE OPTION ELEVATION C 4 D (TAMPA) AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD.FLOOR LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 GARAGE 430 SaFT. ENTRY 16 Sa FT. LAM BB Sa FT. TOTAL 2362 SQ FT. EXT. F.GJFX. F.G. FIN. FL FIG. GA. GAR. DISP. G.F.I. GL. EXTERIOR FIXED GLASS FUEL GAS FINISH FLUOR FLUORESCENT FOOTING GAUGE GARBAGE DISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER GLASS SHwR. Sim. SL. SL.. STD. sws TEMP. THK. T.O.C. T.O.P. T.O.S. TYP. SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR wA1l SECTIONMREDGLASS THICK TOP OF CURE TOP OF PLATE TOP OF SLAB TYPICAL �y ELEVATION'G' SIDING -ADDED LOUVER. GABLE ROOF jenDAS ADDED OPT. W-V CEILING NEIGFITS MM REPLACE UBTP CONNECTORS WTM SI M`SO N C�CTORN ® REVISE AVBtT RADON PLAN DPENciloN6 VAAn 0 OPT. W-01 CLG. 145T.- ADDED LED LOU IN FOYER v4/Vmv OPT 0'-01 CLG. W.T. ELEVATION 'C'- REVISED HEIGHT OF ARCNU4Y 0Wft,2V ADDED ELEVATIONS V 4 W (ORL) STRUCTURAL SHEET # DESCRIPTION GYP. BE. N.B. H.C. HDR GYPSUM BOARD HOSE BIB HOLLOW CORE FADER UN.O. V.P.VAPOR W. UNLESS NOTED OTHERWISE PROOF WASHER VVIS Q ADDED ELEVATI06 T'IG'•T9N'•T1S'(OR.) PG S1-FOUNDATION PLAN PG S1.lA—DETAILS DRAWING / CONTRACT DOCUMENT VWMI 2MFN'JCUPDATE REVIEW BY BUILDER HOT. OR HT INSUL. HEIGHT INSULATION W/ WD. WITH WOOD PG S1.2-DOWEL PLAN THE BUILDER ASSUMES ALL UABUITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. INT. INTERIOR W/H W.I. WINDOWTER WROUGHT IRON PG PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.IA-DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAINING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAHJNG OR EXPLANATION IN ORDER TO BUQD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG S2.2A-SAFE LOAD TABLES PG S3-FRAMING PLAN PG S3.IA-DETAILS PG S3.1B-DETAILS PG SNl-DETAILS BUILDER TO SUBMTT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WBL RESPOND TO ALL WRITTEN RFI•+ IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUHDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdeSI9n9rouP.0om L AA #: 00D3325 F b h � +�gj1 i Z 9UBDIV. Jk LOT: ABBOTT PARK LOT #5 BLK #11 PROJECT/ 04181.000-05111 MODEL 4EBB "1828-CALI" GARAGE INSWING: LEFT PAGE: COVER SHEET 160 MPH EXP. C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) LINO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. BITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R3025A 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 1318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS, 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID 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 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN/,INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE- 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM RULING 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 ROOFNWALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLIJUBAH3 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM'/.' PVC (SCHEDULE 40), INSULATED WITH h' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBGR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERSiO8 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063-19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063.19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CELM 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUIP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR 80FFTfS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE:12110/20 (RM) & N. RONALD REAGAN BI LONGWOOD, FL 327W PH: 407-774.8078 FAX: 407-7744078 www.abdesigngroup.eom AA 8: 0003325 Z h a � b F S> �p L7 Qi y 0 o 9UBDIEV. a LOT, ABBOTT PARK LOT #5 BLK #11 PROJECTIF 04181.000-05111 MODEO:a 4EBB "1828-CALI" GARAGE 91WO: LEFT PACE: GENERAL NOTES 160 MPH AV. C m 3q'_A• i r 0 � o r � r � � r n r r � ■ 0 I li, O'II'ta — O'IE��E�19 i � r Ip r r i � r r � 0 . - �� • � m Muni ;/ M:I:L' ', �� ■ II, r • ;21'11 G IV - o e I= . r /, ■ O LIMA i T � OOLLARDr AS Rili o rPER li CODE r. 0 r �\ oGARAGEI FOYER p, o'IF —llo o� olI��110 i031NIll o all, I EGRESS allemoll"o FLOOR PLAN SCALE: 1/4' . I'-0' Si CAM'S LIVING 1826 SGL FT. GARAGE 430 SQ FT. ENTRY 16 Sa FT. LANAI 88 S61 FT. TOTAL 2362 SG:. FT. 001lDIBB ND f IAD01O AID 1DiD8 eaele ■aD EIP0911E FOR a eESDID DII/B 019■■ 901m =E mm"D"d IBWFB Atli FOOM MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR GUW' 18 5 33/-43 DR. MIN. CRITERIA SGD. MINI. 41 5 31/-39 CRITERIA 0010 DAD. 56 5 211 13 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EI:P.=C, MEAN ROOF HT. = ll'-3" PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED, (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CDMMDA1190 01rM t 71, I4• DEU_. TOP PLATE 9 M BAR DETAIL A E:I/2'.1' NOTE: -2-8 LCUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE - VERIFY CONDENSER PAD LOCATION WITH 817E PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EGAIIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLYD. LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdeslgngroup.com AA /`: 0003325 � 22 B r o f3pl UBDIV. to LOT. BBOTT PARK LOT #5 BLK #11 ZOdE i 04181.000-05111 MODEM, 4EBB "1828-CALI" GARAGE 8111 LEFT PAGE: FLOOR PLAN %160 MPH EXP. C ip ©' D T 01/20/21 8CA* TM 1/4"=1'—O" BI;EET Al EQJAL EQUAL TO CONTROL JOINT TO CONTROL ./-18'-4' BLDG. HGT. (TYPJ (TYR) IT, ❑'�' _- -- - _ o■ ■■I " y'"='■ ■■IIII - �I��i i�i i�■i�i�il �n FRONT ELEVATION SCALE: 1/4 . V-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHMG AS PER FBCR R103A OFF RIDGE T I�b 0'-0' FIN. OFF RIDGE VENT II b AREA OF ATTIC = 2364 SO, FT. NET FREEVENTILATION ARFA KQUIRED = 0/30D REQUIREDVENTILATION AREA 2364 M 7.88 VENTILATION AREA 50, INCHES PER FT. (144) = 1134.72 SQ, IN. "N. REQUIRED VENNLATON = .5X U3472 IN UPPER PORTION OF ATTIC - 56736 SQ IN. OFF RIDGEVENTILATION AREA = USSQ. IN. PER VENT 515736 /115 TOTAL#OF VENTS REQUIRED = 493357 SOTAL#OFVENTS PROVIDED = 5 'AREA OF ATTIC IS THE PERIA#TER OFTHE HOUSE. LESS THE OVERHANG XTE ERIOR OF WALL TO EXTERIOR OFW NOOVERHANGS INCLUDE Fill 100 MIN 1 rA MR OFF RI� T REAR ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH 1'-0• BRIG. W.T. - - _ _ _ _ _ _�8'-0' BRG. HGT. r_m' ❑ 1 0 m s �0'-0' FIN. FLR.-0' FIN. FLR Ii OFF RIDGE VENT LEFT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH OFF RIDGE VENT 8'-0' BRG. HGT. 8 I s 0'-0' FIN. FLR - Z RIGHT ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH ASCALEDECO. DTL. :112. I'-0' BRG. W.T. '-0' FIN. FLR 144i N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.eom AA is 0003325 F so y 91 FB OTT PARK OT #5 LK #11 PROJECT* 04181.000-05111 MODEL,• 4EBB "1828—CALI" GARAGE 8MMO: LEFT PAGE: ELEVATION "Y' 160 MPH A. C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e GSA, OUTLET E APT uma rz nOV OUTLET � 1 wv �� g V2 OF OUIT =am —br TO NUTCN �Crl IIOV OUTLET NwPED uN7180 PILL wT w wh R,TmvER ROWTANT TrM) MV OUTLET (4)BGE CONIECTF@N SrExT. 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II.EGiRICAL MATERIALS AD NSTALLATIOP! 81141.E ccTE•Lr W 'M ELECTPWA. PFA VMIOIM OF THE POM 11N EQmsaL(�Sell LOCAL COOM ANND ALL LOCAL POWER COPPAHY PNRZ RMPN% n ALL C.010UCTORS SHALL M TYPE T W NA{EN MUIN NOTED OTEI NSE PROVIDE 50 AMP W440 VOLT. I FHAAE SECOFDARIL ELECi1WCAL SERVICE. FROV1PE 3 9 COFrER (CON N I-V2' CIA 6C EOL" FM PVC CONDUIT OR PROVIDE 3 •2AS AJMNM (AL) N 2" CIA SOEW.E 80 PVC COIONST D4.ESe SEI[VICC M PROVIDED Br T,E ELECTRIC COMPANY. COORDINATE OATH nO ELECTRIC CCPrANY PRIOR TO BID. I I m I I L = I I I i 0 I I q I I I I L I LED LIGHTING C DOUBLE LAV. BATH -1 PROVIDE Y21D CU, TMW . K CU IN 2' COIAST OR 3 eU0 AL, TFMN • Fib CU IN 2. CO1OUIT OR 2W AL StUa (COIOUT TO TERMINATE ABOVE SOPFR • OVEIMiM4W CcreNATON SERVICE DRCONNECT SLLifCN AND ELECTRIC HITTER N NEMA 3R ENCLC ME moil ►craptmTm BODING TOW'M4AL AT LOU VOLTAGE COl1ECTIQtl 1 et CU SERVICE 61VMM CCHICTED TO CONCRETE mlrAew PORTER STEEL PER ELECTRICAL PROVISIONS OF THE POICIPt IT" MENTION (26WI &W' CIA X S FT LONG COFFER CLAD GPOOUO ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774E07B FAX 407-7744078 wwwabdesigngroupcom AA#: 0003325 41 Ree Z 1 4• IpJ � S pp�6x�rj }p��e F i. L i StMDIV. de LOT: ABBOTT PARK LOT #5 BLK #11 U418 000-05111 HODEIc 4EBB "1828-CALI" GARAGE 19117MG: LEFT 160-MPH AGE: ELECTRICAL PLAN . C ow'.• • t x DATZ 01/20/21 SCALE: 1/4"=1'-0" SHEET E1 m PLUMBING PLAN SCALE, V4 . P-V' 21 2• VTR I VIA �i�/ �\� KITCHEN SINK VEUY 2. VENT i I/2 wa I I LAV (I LAV I 3 I I I 3• 2 SHWR VY 3. 3. 2 WASHER rl -4 PLUMBING RISER DIAGRAM TUB To 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-774-4078 wwwAbdesigngmp.com L AA S: 0003325 J R v x w 7 RC r 6 roulmm Z M74 ABBOTT PARK LOT #5 BLK #11 PROJECT# 04181.000-05111 MODELA 4EBB "1828-CALI" GARAGE BWMG- LEFT PAGE: PLUMBING PLAN 160 MPH VW. C AA .NO DATE: O1/20/21 aCALE. 1/4"=1'-0" a*== P1 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SMALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MPG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL, BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB i MASTIC. AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL BLDG, CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL Id CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL, OR OTHER MATERIALS AS PER FBC ITH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403, 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC ITH EDITION (2020) MECHANICAL CODE SECTION 601. 0. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTEC14 OBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC a.c:uras_�s O O EXTERIOR WALL ? y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y. 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB 1 REFRIGERANT LINES TO PLATFORM RETURN CIN ONDENSG UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 301z.a HVAC DRAINS SCORIATED NICKEL BRONZE FL. PL. BRASS PLUG INSIDE CAULK FLOOR WALL FITTING OR EXTENSION TO SOIL OR WASTE AS RECUIRED WADE 8240-K JOSAM 56000 SERIES NICKEL BRASS TOP P.V:C OPTI/SPEC vFL00R SLAB CLEAN -OUT (TY-P I LEGEND ® SUPPLY AIR DFFUSER RETURN AIR GRILL ® SIDE -WALL OR.I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN. LINE- RETURN TRiAdK 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR THERMOSTAT M PASS-THRU AIR GRILL SECURE STRAP TO CONC.CONDENSER W/ (2)-3/16'7Q' TAPCONS UNIT SIMPSON US ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) •BXI 114' $WT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK CA. PLUG FIN. GRADE OR PAVING SEE SPEC. 1'-8'XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED oEXT. GROUND CLEAN -OUT (,TYPNI MECHANICAL PLAN SCALE, 1/4 ". I'-0' NOTE. - ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE FPE. ELEVATION. 1441 N. RONALD REAOAN ]BLVD.LONGWOOD, FL 3275PH: 407-774.6078 FAX407-774-4078 wwwAbdesigngroup.co AA #: 0003325 A 9g s Ilia I I J J Smm a LOT TJ ABBOTT PARK LOT #5 BLK #11 PROJECT# 04181.000-05111 moaEl9 4EBB "1828-CALI" GARAGE 81IIIIJG: LEFT PAGE: MECHANICAL PLAN %160 MPH AV. C j F-PRENTDA 01/20/21 SCALE: 1/4"=1'-0" SHEET M1 2X4 TOP PLATE PLAN F'RE-FAB TRU88 14, TMIM 2 cD4t =i® COIelR DEAD In. CLra BOARD IL ILAND stwactnL R7R D4ECTLT TO MAepRT 2.6 P.T. eC STUDS IN 5' DIA. SLEEVE, ATrTO ClLL�FM PLLL PARTITIONS SUPPORTING DO NOT CUT Ran 14' 0117UWLL WALL HUNG PLUMBING REBAR "'a"'L SEALANT 4 MACI=t FIXTURES AND WALL PIPE euTumea�,w• CABINETS SHALL BE NOT LESS THAN 2x4, WHEN BOND BEAM O NOT CUT lPw xsve row srw ��� SPACED NOT MORE SOLID GROUT THE BOND cm oatv.et@L TRAM afthOp Te SECURE BT. BTUUDS 024• THAN 16' O.C. OR, NOT W/ CI)- e5 BEAM eiom are UIOW �roFM W/ TO ASONR O� LESS THAN 2x6, WHERE (2) COURSE __ BARS � °ALAIC T� o ooae NAIL • 32' 0 SPACED NOT MORE `. ' s°geTpec m woCOME rn cyne ones MAX THAN 24' O.C. �� IV A°�Te APPROVAL POOL FIN. FI.R 2A PIPE THROUGH BOND BEAM 2B_ GAS LINE THRU BLACK 3 GARAGE DOOR JAMBS D1 SCALE: 11/2'-1'-0' D1 SCALE, 3/4'=I'-O' 1 TYP. INT. WALL NON—BRG. D1 SCALE: 3/4'•I'-dV FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR SMIL ROOF SHEATHING THICKNESS AS PER SHEET SNLSECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY S/V GYPSUM & OR 1/2' W*W STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-41 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24. O.C. S' CMU I/U' GYP. WL. ISO, WOOD BASE — FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 1105.11 ROOF SWEAT WING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 112' THICC 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0• FIN. FLR j — _ �0'-0' FIN. FLR 4 N W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: PER SECTION FBCR W5.1.1 - FOR SLOTO LESS THAN 4 1—STORY HIP BLOCK WALL 4:1�2, AA (2)) LAYERS 2:2UNDERLAYMENT 1 SCALE, 3/4'.U'-0' SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4.12 OR GREATER, (I) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 6151 FIBERGLASS SHINGLES 2X4 SPF 24. OTC. MAX WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR 905.11 • EA END ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER PER STRUCTURAL DETAILS SHEET SNL SECURED PER FASTENER SCHEDULE STIFFBACK AT ALL UPRKiIT'S MTL. DRIP EDGE PER STRUCTURAL DETAILS 9' 2x FASCIA PER MAX -PRE-EM WD. TRUSS ELEVATIONS O r PER ELEVATION VENTED SOFFIT WALL � CONT. 2x RAT RUN SECURED PER THICKNESSeS AS AS PER STRUCTURAL DETAILS ..// SHEET SNL SECURE PER SEE ENERGY CODE FORMES FOR FASTENER SCHEDULE INSULATION R-VALUES ON SHEET SNI PER ELEVATION PIE-ENG. GABLE TRUSS 5/8' GYPSUM BOARD OR 1/2'1/ HIGH STRENGTH CLG. BOARD WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 14' THICK 2 COATy� PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLRO a' CMU m . a • q ti W/ WINDOW OPENING R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. 1/2, GYP. ILL. BD. WOOD BASE FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR SMA. ROOF SHEATHING THICIOJF_SS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNL SECURE PER FASTENER SCHEDULE ON SHEET ON]. PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS CMU 0'-01 FIN. FLR a B TYP. WALL SECTION NO OPENING 5 1—STORY GABLE BLOCK WALL D1 SCALE, 3/4'•I'-0' w� 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 wwwabdesigngroup.com AA A; 0003326 r s�S3k_� O BUDDiv. ac L+OT: ABBOTT PARK LOT #5 BLK #11 11PROJECTip 04181.000-05111 MODIMA 4EBB "1828—CALL" GARAGE 8111IWO: LEFT PAGE: DETAILS 160 MPH W. C DA 01/20/21 SCALE: 1/4"=1'-0" SHEET D1 2x66 P.T. w C89M OR DOOR MEAGER SECURED W/ (U V2' X V J•BOLT W 4' MK EMBEDMENT UV 2' X 2' X V8' UL49ER 4 NUT OR RI/ (2) VZ' X S' ANCHOR BOLTS W/ Y X 2' x VO' WA64ER 4 NUT Es IN t8rCURE 2a4 ON 8 RAT TO BLK ® UV MASONRY NAILS. 2X6 GARAGE C= 60K 6CCURED 09 IIV (S) V2• X V J-BOLT OR ANCHOR 9 BOLTS. W/ w MIN. EMBEDMENT. UV 2' X 2' X Iw WA81ER 4 NUT. (1) WITHIN V OF TOP, N WITHIN V OF THE 67M (3) EVENLY SPACED. EN E 0 NOTE& ALL ANCHORS 614ALL BE N ACCORDANCE TO MANFAGTUREI" INSTALLATION INSTRUCTIONS WHERE wuy uwn4ur_rv�r4w e44n rv�ea wtesrsur GARAGE DOOR BUCK ATTACHMENT ee41.6 w•.v 2X4, m 2xh m 2X4, m SECURE TO BLOCK 1W SECURE TO BLOCK SEGUE TO BACK W 3/16' TAPCONS (MK W/3/16' TAPCONS (MK 114' TAPCON° (MK S"N K SIZE J46 MK 614ANK 612E J45 MK SHANK SIZE k6 MIN. HEAD SIZE 300 HEAD SIZE 300 HEAD SIZE 3" MK EMBEDMENT 1 V4') 11K EMBEDMENT I V4') MK EMBEDMENT 1 1/4') UTHN V OF EACH WITHIN V OF EACH WITHIN V OF EACH Elm 4 1°' OG MAX END 16' OG MAX END 4 W OG MAX SPACING. SPACNCw OPAC 4M 2X6, ® 2X6, m 2X6, SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK W KV 3/16' TAPCONB OV(2) 3AW TAMD" WK2) V4' TAPO" (MK MK SHANK SIZE 146 (MK SHANK SIZE J45 SHANK SIZE 146 MK MK MEAD SIZE 300 MK HEAD SIZE 300 HEAD SIZE 300 MK V cm MIN. EMBEDMENT I V4') MK EMBEDMENT 1 V4•) B'BEDM'ENT I U4') WTHIN V OP EACH END V CMU WITHIN V OF EACH END 6• CMJ WITHIN V OF EACH END �' DRYWALL 4 W Or- MAX SPACING. 4 IS. Of MAX SPACING. 4 16. Or- MAX 8PAC.— v CM U bt4 P.T. OR b/4'X4' MK V2' DRYWALL 1/2' DRTW4LL SECURE TRRU FRAME 4 ❑ I7(4' 2X& ® ❑ 2X& ® 2X& ® V2' DRYWALL EXTEND I-V4' INTO P.T. NAILER SECURE TO BLOCK I'X4M SECURE TO BLOCK 1'X4' SECURE TO BLOCK PX4' BLOCK YV 3A6' WKZ) 3/I6' TAPCONS P.T. NAILER WKV 3/16' TAPCONS P.T. NAILER UVT2) V4' TAPCONS P.T. NAILER TAPCONS DOOR CASNG (MK SHANK SIZE Job 1/16, OABM X 4' MK (MK SWANK SIZE J45 DOOR CASNCa (MIN. SHANK SIZE J45 MK BMIAI'K SIZE J45 MK MEAD SIZE 300 MK MEAD 61ZE 300 MK HEAD SIZE 300 VI6. OB.B, X W MK MK HEAD SIZE 3OO MK EMBEDMENT 1 V4') DOOR CASING MK EMBEDMENT I V4') MK EMBEDMENT NT 1 V41) MK EMBEDMENT I-VV WITHIN V OF EACH ED WT14N V OF EACH END UT14N V OF EACH ENm DOOR CASING WITHIN V OF EACH END DOOR JAMB OR WNDCU 4 A' OG MAX 4 16' O.C. MAX 4 W Or- MAX DOOR JAMMB OR WINDOW 4 W OZ. MAX SPACING ATTACH TO 2X PER SPACR'�+• DOOR JAMB OR WINDOW SPACING. DOOR JAMB OR WINDOW SPACING. MANUFACTURES DETAILS. ATTACH TO 2X PER ATTACH TO 2X PER ATTACH 70 ZX PER MANUFACTURES DETAILS, MANIFACTUES DETAILS. ATTACH DETAU.B, NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1149 DOOR JAMB TO BLACK +3/4" OR +5/4" m TO BLACK +3/4" OR +5/4" 2X4, SECURE TO BLOCK UV 3/16' TAPCONS (MK SHANK SIZE J45 MK MEAD SIZE 300 MK EMBEDMENT I VA') WITHN 8' OF EACH END 4 WOG MAX SPACING. 2X6, SECURE TO BLOCK W92) 3/16' TAFCAN° MK SHAW. SIZE J46 MK HEAD SIZE 300 MK EMBEDMENT I V4') °, CMU WITHIN V OF EA04 END 4 A' OfMAX SPACING- ol V2' DRYWALL 2X& ® Iht4' SECURETO BLOCK P.T. NAILER WK2) 3/6' TAPO" MK °HANK SIZE J46 DOOR CASH MIN. HEAD SIZE 30V MK EMBEDMENT 1 V49 WITHIN 6. OF EACH END 4 6. OG MAX DOOR JAMB OR WINDOW ATTACH TO ZX PER MAN FACUIRES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +1 1/2" o wR'mow To eIACK +1 1/z" NOTE, 6HIM AS HEEDED TO PLU-0 JAMB (DO NOT EXCEED 1/4•) DOOR JAMB TO BLACK +1 15/16" `�� w To BLACK +1 t5/ts" 2X4, SECURE TO BLOCK UV 3/16' TAPCONS MK SHANK SIZE J45 MK HEAD SIZE 300 MK EMBEDMENT 11149 WITHN V OF EACH END 4 W Or- MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2)(6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-6TRUCTIRAL UV(2) 3/6' TAPCO10 3A6' TAPCON MK 1-1/4' (MN SWANK SIZE 146 EMBEDMENT INTO BLOCK MK HEAD SIZE 300 MK EMBEDMENT I V49 WITHIN V OF EACH DO V CTMRU 4 W Or- MAX SPACING. V2' DRYWALL 2x& m SECURE TO BLOCK ❑ MAW WK2) 3AW TAPO" P.T. NAILER (MK 611ANK SIZE J46 DOOR CASINO. MBA. MEAD SIZE 3" MIN. EMBEDMENT 1 1/49 OTHN V OF EACH BD 4 6. OG MAX SPAGRKa DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE, SWIM AS NEEDED TO FW15 JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +2 1/4" `ems w TO BIACK +2 1/4" NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1141) DOOR JAMB TO BLACK +3" /ems >r Mrn RTnrlr +a^ NOTE, SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED VV) DOOR JAMB TO BLACK +3 7/16" nwINDOw TO BLOCK +3 7/16" 2X4, SO 2X4, SECURE TO BLOCK W/ SECURE TO BLOCK UV 3/16' TAPCON6 MK V4' TAPO" MK DRANK SIZE 345 MK SHAM SIZE AD MIN. HEAD SIZE 300 HEAD SIZE 300 MK EMBEDMENT 1 V4') MK EMBEDMENT 1 V41) WITHIN H V OF EACTH WI VIN OF EACH END 4 18' OG MAX END 4 W Or- MAX SPACING. NOTE+ 67RUC3URAL 2X MUST ISE SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SEGUED 2X6, ® ON OUTSIDE 4 SECURED SEGUE TO BLOCK TNROUW-1 NON-STRUCTURAL SECURE TO BLOCK 714RDUGW NON-STRUCTURAL SWANK4- 3KK • TAPCAN MI-V4* WK2) LIV TAPCONS (MK 3AV TAPCON MK 1-V (MIK M .1 MK BMIANG SISIZE J46 B'IDEp�1T INTO BLOCK SWANK SIZE J45 MK EMBEDMENT INTO BLOCK MK HEAD SIZE 300 MEAD SIZE 300 MK MK EMBEDMENT I V4') V CM WITHIN O' CP EACH END WITHIN S OI eACN END Uti 4 W OL, MAX 6PACING. VJ' DRYWALL . 6. Or- MAX SPACNG. V2' DRYWALL 2X& ® 01'PX4' 2X& ® I'X4' ❑ SECURE TO BLOCK P.T. NAILER SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAPC0NO DOOR SING WK2) V4' TAPCONS MK SWANK SIZE J46 (MK SHANK SIZE J45 I' P.T. X 4' MK MK MEAD SIZE 300 MK HEAD SIZE 300 MK EMBEDMENT 1 V4') 2ND 2X SECURE TO STRUCTURAL MK EMBEDMENT I V4') DOOR CASING WITHIN V OF EACH END MEMBER WK'2JGd WITHIN V WITHIN *'Or EAC44 END 4 6' OG MAX OF EACH END 4 6' TO V OG. MAX 4 ID'Or— MAX OPACING. SPACIIYs DOOR JAMB OR UBJDOUI DOOR JAMB OR WINDOW ATTACH TO ZX PER ATTACH TO b( PER MANUFACTURES DETAILS. MANPACTRES DETAIL86 NOTE, SHIM AS NEEDED TO PLUMB NOTE, SNfMi AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V49 JAMB (DO NOT EXCEED 1/4-) DOOR JAMB TO BLACK +3" DOOR JAMB TO BLACK +3 3/4" FDMFW TO RTnrK +s" ` m 0� w TO BLACK +3 3/4" ,Es 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAK 407-7744078 wwwAbdesigngroup.eom AA 6: 0003325 Y 7 iC r 7- O SVHDIV. Ac LOT•. ABBOTT PARK LOT #5 BLK #11 PROJECT# 04181.000-05111 1[ODEL 4EBB "1828—CALI" GARAGE 811MG: LEFT PAGE: DETAILS 1 PH 0 r 20/21 "=1'-O" PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION VCRO.SDIE EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR W31/2021 11473J SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR W31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP WOOD CONNECTORS 2020 FBCR 1/32/2021 13972.14 SIMPSON STRUCT. COMM WOOD CONNECTORS 2020 FBCR W31/2021 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13972.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2022 13872J SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13972.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 104562 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 10456.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 104465 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR W31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 2/28/2022 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 108602 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR W31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 30441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 2/28/2021 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2022 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR W31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/19/2022 1767&10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332-R6 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 1S353-R5 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 1535345 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 35076-R6 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 S684.2-R9 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.20-R6 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTONAL 2020 FBCR 5/21/2028 15279.2-R6 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/22/2028 23955.1 THERMA-TRU EXT, DOORS V-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU OCT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6--8" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 12/32/2021 23956.5 THERMA-TRU EXT. DOORS V-0" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/31/2021 239S6.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 107S8-RS OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216-RS OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 37922 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 9/17/2021 10477-1tS LAMES HARDIE BOARD SIDING 2020 FBCR 12/31/2023 13192-R6 JAMES HARDIE BOARD SIDING 2020 FBCR 12/31/2023 132234RS JAMES HARDIE BOARD SIDING 2020 FBCR 12/31/2023 132654R5 JAMES HARDIE BOARD SIDING 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/22/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM @ WWW.FLORIDABUILDING.ORG CONTROL DATE: 01/01/2021 d N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigogroup.eom AA #: 0003325 q b 7 r 0 s summIN. a LOT: ABBOTT PARK LOT #5 BLK #11 P1 oj=T# 04181.000-05111 MODEL: 4EBB 111828-CALI" 6A tAGZ SIFMO: LEFT PAOE: PRODUCT APPROVAL LISTING 160 MPH E . C 2 '.' PRurr 01/20/21 DATE, sC:AI-M 1/4"=l'-0" almwr D3 P11EF0I11I"IED CONTROL JOINT rLANSAE OP CONTROL JOINTS Td Be SIRED TIED TO LATH • V OG MAX IVERTJ. NOTE, DO NOT PAS79M 024 ROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLED W/ LEG MAY DE USED TO TEMP. SEGSE CONTROL JOINT DIRIM INSTALLATION —, FASTENERS TO EE SPAAACCCEEEDDD---ITT •TMAXG AX VBiTICALL J NERD COAT cEmw /— UR S LAYER -J, PORTF®ElU / BUILDING PAPER AFF400YED FETAL LATH FASTENED *1' (VERTJ OG MAX AT SUPPORTS WRS LAYER 4L STUCCO WRAP WOOD SHEATHINS. Aft ���'/�014ja � 1� LATH SHALL BE COKTRAI Je TMVOUS14 JOINTS 9w ISE STOPPED TIED AT EAGN SIDE PROVIDE OLOW IS PER ASTH CIee3 AT T PLACED PLar MAXMAx e• To e• N NOTE. FROM CCNTROL JOINT LINEN CONTROL JOINT FAILS ON aTR1GtISItAL STIO FASTENERS POR LATH TO BE NAILS OR\ STAPLES N C0MM ANCE aV ASTM CIee3 i 2. SIRE TES TO ISE (NO. W 00415' LIME 3. OLOCKNf SNOW MAY SE N ADDITION \ TO WALL STIOS REWIRED PER PLAN OLItl,D Mauc•n.A O I.-- IR. A Z CREAM • R. S A GLASS • PT.0 bKm APPROVED BUILDING URAP SMALL BE LAPPED A MN"JM OF S' • VERTICAL LAPS (ROLL ENDS) A S' • HORIZONTAL LAPS, ALL SLAMS NEED TO IIM TAT-,I SIrw FORIIOER SIEATNNC / / r e»a tJP • rLTK LATH VERTICAL LAP TO ISE I' IT METAL LATH UR6 LAYER % STUCCO WRAP i'tMP Y / YRB LAYER Q, FORTPmER \euILDNG PAPER 2 SCALE.'( V[•.I'— AP ® KICKOUT DETAIL OL11pLn Ma•10 •TT.A 1 CRAM • PT. a Porn w O OlPO1.D NWIO•R.A >. cT WA4e i PT. e 41w.D PT. c 0•m R. • ml. Pr. C TGIGI/A SGMOM R-AM1e 0 ttoMOM 'LA1°E WTa TRH( tIQLGI. Y THICK, 3 COAT CEMENT PLASTER OW"A M T COAT CMIW PLASTIC CCTV) dM LAYER 9, FORrFOM OUILDItIG PAPER aRAME w4.Y) NOTE, SIDE LAPS OF META. PLASTER BASES SMALL BE SECURED TO PRAMNG MEMOM . THEY SMALL BE TIED WITH 00415-N (12141M) RIME AT INTERVALS NOT MORE TUM %' (225-M'IA AS PER ASTM CM& FOR REPAIR OF TEARS N UR6 LAYERS, TEARS MAY BE PATCHED WA•IOUSE WRAP TAPE PER KAMP SPEC. OR PEEL A STICK 4k4• SELF -ADHERING MEMEIRAIE FLASMN6uEAIaVr n,i-r 4• .. 1' OR LESS P" PENETRATION WRAP MATERIAL) OVER 45c4' SELF-A17RERN! MEMBRANE FLASHING OVER APPROVED FLASNUIar to EXIEHD ONTO PIPE — CUT AND OVERLAP ONE SIDE OPT SELF-ADIERM MET10PAPC PLASWG1°T�p STEP 01 QT�p CUT AND OVERLAP ONE SIDE OF STEP 02 PAaMADNER►Y+ I'IEI'IeRNE W. j'LTWM 3 COAT CEMENT USES LAYER •L ASTER STUCCO ~ METAL LATH A UM LAYER % FORTFEER SRD LAYER 4. PORTPMER SULLD010. PAPER BUILDING PAPER PETAL LATH WARD LAYER'L eSEe.' SELP-AD ERN• PIE'EIIIAfE b7UC00 URAP PLASHING OVER 4k4• SELP-ADHER►G PIRa'IeR.ME WOOD SHEATHNG INSTALL PASTENERB (CLIPS. *TRAM STAPLES) AS PLASHSIG OVER A PIIIOVED ��' URA'P. PLASIIU4G 10 E](TOID ONro P" REdARED TO SECU! 4'x4• SELP-ADLERNG MEMBRANE PIPE/ WIRE TO FRAMING PLASHING OVER API•RDV@D MOUSE WRAP. ,A1N M eAuir- To EXTEND ONTO PIPE Ili' CONT. BEAD OF SEALANT INSTALL APPROVED NOUBBIRM AIR INFILTRATION MARNER OVER SHEAT"m ELAOTOPENC COATING OVER STUr-CO/ C.V. FINISH (SEE TYP WALL SECTION) WOOD one SFEATMNG STUCCO •� Ant • IP6R WOOD SHEATHING OR CMU UR5 LAYER PI, STUCCO WRAP (FRAME ONLY) 9' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP t a TAPE OVER ROOF NJALL SCREED 5'X5' 'L• TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. PIPE N.T.S. SECTION F C 10 BOrExte ftn Nrltlm E>W m o dHh Hvim— Ne Ilo PPSNr shell mrrl n( of 01s B C 926-m re[plterrenls d ASTM C 92&18C. ImtaUstion ofexterior lathwg s 1 fraM g sheL cw* vAtl1 ASTM C 1063192E or ASTM 1787. lolf"mel,J DRAINAGE PLANE (WRB LAYER #1, STUCCO WRAP) WRB LAYER #2 (FORTIFIBER — — — - — - — - — BUILDING P)4f=ER) METAL LATH x—x—x—x STUCCO WOOD OR -1/16' ZIP WALL SHEATHING 5ELF-ADHE51VE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R1031.1 / ASTM C-84-1-14a, MIN. 2.5 LBS. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) A N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX- 407-7744078 www.abdesigngroup.com AA 6: 0003325 q L = LLy IJ m at D 5 w x 0 SLJBDIV & LOT ABBOTT PARK LOT #5 BLK #11 PROJECT# 04181.000-05111 MODIMa 4EBB "1828—CALL" GARAGE SIWMG: LEFT PAGE: WALL ASSEMBLY DETAILS %160 PH Ky. pu BACKER ROD BAGGER ROD WPM LAYER -1, STUCCO WRAP INSTALL 6' SELF -ADHERING MB15RAM FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. OF FLASHING TO BE. X. L BOTTOM. 2. SIDES_ 3. TOP VENT CAP IS TO BE SET N BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND NTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Yi CAULKING • JOINT ALL AROUND PER SECTION R 03.7 ExMbr Wft and pWftrfn9 Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-16b. X Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, - or ASTM 1787. rX; HOODED VENT X i' 3 GOAT CEMENT I, PLASTER METAL LATH WRB LAYER -2, FORTRIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDINCs PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - — — — - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2B LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANIF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 0 DRYER VENT (BLOCK) BUILDING PAPER OVER *QUICK FLASH' PIPE THROUGH / WALL1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' -`VENT PENETRATION SCALE: N.T.S. ELEC. METEF VERIFY LO F11CCN IV IiCI.CIVC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I —"�'—ELEG. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM �R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :;O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER STUCCO URb WOOD SHEATHING HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHING LAYER -1. STUCCO WRAP LAYER 4, FORTIFIBER BUILDWS PAPER METAL LATH WOOD TgxrjwD C4;0STI1Z=ION . P WSH ,—FASTEN TO WOOD STRUCTURAL MB"0ER • T' O.C. MAX v Cm 36. TO19 MI" Ilia., y`}E@P pr_eFen Lj 6' WDE STRIP aw . ADHESIVE PLASHMG, CLEAN .,� MASONRY BEFORE APPLYING. FINISH • MASO►RY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCa a' WRB LAYER "I, STUCCO WRAP CUT 'X' INTO SELF -ADHERING # MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 'I STEP #1 STEP #2 LATER 01, WRISTU co w STucRAP 9 STEP #3 APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHNG OVER APROVED HOUSEWRAP ® IffMEMBRANE FLASHING UM LAYER R, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STEP #ro OELECTRICAL RECEPTACLE .rs 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FA): 407-774,4078 wwwatxfesigngr_ corn AA ff: 0003326 C M B 7 h O e � �b�• 6 N w E 0 S r 8Uj3DZV. ee LOT: ABBOTT PARK LOT #5 BLK #11 PROJECT# 04181.000-05111 MODMU 4EBB "1828-CALI" 'GARAGE DWINO: LEFT PA'GE: WALL ASSEMBLY DETAILS 160 MPH EXP. C LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL - SHEATHING SELF-ADHESIVE FLASHING - - - - - 2 1/2 CORNER BEAD (FASTENER t SPACING 0 l' O.G.) cMu 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R\CORNER BEAD � BLOCK /I w [1"I. RONALD RFAGAN BLVD. NGWOODFL 32750PH: 407-174.6078AX 407-774.4078 wAbdesigngroup.com AA #- 0003325 i si S g i (��� ij 14 stmDIP. de IAT ABBOTT PARK LOT #5 BLK #11 PROJECT# 04181.000-05111 I[ODZIa 4EBB "1828-CALI" GARAGE awsxc: LEFT PAGE: WALL ASSEMBLY DETAILS 160 PH EXP. C LEGEND DRAINAGE PLANE CWRB LAYER 01, STUCCO WRAP) WRS LAYER 02 (FORTIFIBER — — — — 5UILDINCa PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/I6' ZIP WALL SHEATHINCs WOOD BEYOra�TOM' WOOD SHEATMN6 WEATMER REMSTNE BARRIER 1 uEATMER REeI"VE BARRIERQ W7i FLASMING R-ASMMYsME�Y L �. \ 1 �T 11MENSTIVE / \\ \\ REBIBTNE STARTER STRIP ' \\� W GELF-ADFERN6 \ = GALVID METAL GALV'D METAL •T R.AI%1NG 'T ►iASMN6 IYWa r ED pp \ OEA2 / \ t 61MLATEDIM PPROVED SEALANT CASM \` SIDING TO STUCCO ® BLOCK TO FRAME � n n TRANSITION 1 7 WOOD SHEAT4N6— UEAT14ER RESISTIVE BARRIER1 WEATHER RESISTNE BARRIER Xxa I JrREVEAL OR BIOARD 4 BATTEN 61 FLASH ADMERNC ` \ / \ \ STARTER STRIP \ \ 6• SW-ADHEI016 'MEARaM REMTIVE BARRIER 1 WEATHER RE"TIVE BAR'QIER 9 •T VID MET PLAA614W.AL Ib Nor GdIl1G OR MARDIE "RIM PER- ELEVATION aTlrro CASN6 eEA2 / MARDE PER E LEVATION PPROVED SEALANT CAGM ` OEA2 SIDING TO STUCCO 0 BLOCK TO FRAME �� TRANSITION 1 N. RONALD REAGAN OL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA a: 00D3325 a y a silHDIV ac LOT: ABBOTT PARK LOT #5 BLK #11 PROJECT# 04181.000-05111 MODEL: 4EBB "1828-CALL" GARAGE 8W5iC LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. \ 2x6 SUB-BANt> W/1'x4' NOTCH i END, WRAPPED IN PEEL t STICK DRIP EDGE I\ 1/8' TEXTURED 1 \ FINISH a WOOD J \\ 1/2' TEXTURED \ FINISH s CMU ) \\ ) METAL FASCIA \\ WRAP Ys' FROM \ STUCCO, I' FROM \\ WOOD WALL \ EXTERIOR WALL (FRAME OR CMU) \\ METAL FASCIA WRAP 2x6 SIB BAND-1 ;T ©PL>4N B �\ NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY ROOF KICK OUT REMOVED \\ \\ FOR CLARITY ROOF DECK (BEYOND) 00 `\ DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) '1/8' TEMIHiED FINISH • WOOD, I/2' TEXTURED FINISH • cm METAL LATH x x x \ x x x x x UJOOD SHEATHING x x x x x x OR C u WRB LAYER 01 x x x x x x STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x U1RB LAYER @, FORTMI15ER 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 ROOFW. CEMENT x x x x x x x x x x x i x X x x x x x x x x DRIP EDGE x x x x x x x x x x x x x x x x x x METAL KICK OUT x x x x x x 1 1'1/8' TEXTURED FINISH `�\\\ /WOOD, 1/2' TEXTURED SUB BAND DETAIL ® WALL FINISH CMU 2x6 SUB -BAND W/1'x4' NOTCH END, WRAPPED IN PEEL t STICK ®E L E UA T I ON METAL FASCIA WRAP I'OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL 3. x X.- x x x x x x x x x x x x x x x x x x PRE-ENG'D TRUSS TO BE CUT ® x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x WALL LINE TO AVOID CONTACT x x x x x x x x x x x J :. W/TEXTURED FINISH x x x x x x x x x x :...... x x x x x x x x x x SCABBED TO TRUSS x x x x x x x x W/12d NAILS &'-8' x x x x x O.G. MAX. x 2x SUB -BAND WM'x4' NOTCH 0 END METAL FASCIA WRAP ® FL AN A DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL WWKIC K— O UTK—OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY . FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4 ABOVE BOTTOM or - DRIP EDGE 2x SUB -BAND W/11 'x4' NOTCH END, WRAPPED IN PEEL t STICK *ROOF CEMENT 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. Y♦' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND Wl%'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAW BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #-. 0003325 J R � m Wil $ 1 4 � fl 1SLJHDIV. Be LOT: ABBOTT PARK LOT #5 BLK #11 PROJECTip 04181.000-05111 MODEIc 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH ER. C I 74'A" 26'-8" 3'4' 3'-6" 36'-2" TOP OF m SLAB " — 1 — — — — FM-12X12 r -, — — — — — FM-12X18 — 1.1 � X I 1A V 9 4" CONC. '` FI a I SLAB w F-24X24J.a NI 1,-0" *31Y2" r LLI 10 1.1 , ��\ FM-12X18 EXTEND 1 �\ 4" PVC SLAB 1 1/2' .1 CHASE to \\ 1 1A , \� I TOP OF SLAB I I I� I \ I I \' I FT m `, LL �\ \ I , I I ` I `d 1A 1 I ,751/2" I 4" 17'-8" 2'-W' Y-0" 5 ,., IN m I� I I N o I I ", I EXTEND 1 2 1A SIMILAR 1.1 1.1 SLAB .1 --- _ ao 4" CONC. ri I I gym[ LL N FM-12X18 �� N IW cr W SLAB SI R 51 3'b" 1/2. I Ira31/Y i ;A I , *71/7 1A 2 o J 1 1A 1 FMC-12X18 — — a FM-12X18 — — — — F C-12X18 — 4 1.1 1.1 L _ _ FM-12X18 — — — — 0 11 J 4 1. .1 2'-8" 16'-0" 2'-6" 3'-10, 10'-2' 4'4" 14'-0" 21'4" FOUNDATION PLAN SCALE: 1/4" = 1'-W FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +.0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-U-W. SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6, PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.MINDICATES #5 BAR, BNDICATES #6 BARANDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30'. #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI. TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (30D0 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W 1..1.4 OVER GENERAL 3 112" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" S LAN - s _ (+)p^-0• FM-12x12 12" CONTINUOUS 12" - (2) #Vs FM-12x18 12" CONTINUOUS 18" (2)#6s FM-16x18 16" CONTINUOUS 18" - s FMC-12x18 12" CONTINUOUS 1 - s #5 IN CURS VARIES F-24X24 2r 24" s (-)(r-4• 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 Z s1 O BXMDIV. AC IAT. ABBOTT PARK LOT #5 BLK #11 PROJECT#1 04181.000-05111 IILODEL" 4EBB "1828-CALI" GARAGE 811MG: LEFT PAGE: FOUNDATION PLAN 1 PH E 30' MIN. EACH WAY c MONOLITHIC FOOTING Z Z STEEL REINFORCING W GROUTED g ^ STEEL REINFORCING IN GROUTED �� •°- - ' CELL SEE PLAN FOR SIZE AND Q a CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS o IL SPACING REQUIREMENTS 1.w m U W:1 1v ...� �� °• GARAGE DOOR RECESS U —FM—. N CL q I 1 W cc ai Z 8' CMU WALL O 8' CMU WALL .. _ ' CORNER BARS, SAME SIZE AS LARGER BAR O w 8` �"� `o — +- 0'-0' ° ° IN FOUNDATION WITH 30' LEG EACH w U M +- O•-0' - 9 WAY AT ALL CHANGES IN DIRECTIONS to rn TOP OF SLAB TOP OF SLABN I ...I') SO THAT THE STEEL REINF. IS CONTINUOUS 1, _ 'C MATCH AMOUNT OF CONTINUOUS BARS I ° CURB FOR • EXT. PORCH SLAB �• SEE SLAB SCHEDULE BAR SIZE 48 BAR OIA. 4" CHAMFER (1STORY) 18" •� EXT. PORCH SLAB - VARIES SEE SLAB SCHEDULE TOP OF GARAGE 4" ICI �" CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET 7=p. AT ELEV: W/ 1/2" ISOLATION JOINT (WHERE • • 6" CHAMFER (2STORY) #4 24^ W712" ISOLATION°' CHAMFER (1STORY) 6' CHAMFER (2-STORY) 0'-0" APPLICABLE Z - SEE SCHEDULE #5 30' JOINT (WHERE -. • • EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE APPLICABLE) z a FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST iv AND BAR QUANTITY" AND BAR QUANTITY NUMBER OF BARS (Le. 2 TO 3, PROVIDE 2 BARS), UNO #7 42' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE SCALE:3Ia"=1-0 2 SCALE:34"=r-0 @ GARAGE CORNER BARS DETAIL 3 DOOR OPENING 4 SCALE: 3/4'=1'-0' SCALE: 3/4'=1'-0' (1) #5 REBAR VERTICALLY W/ CONC. g U POURED CELL Q 71 Co. 8' CMU LAP 70P PLATE A MIN. OF 48" 0 AND NAIL WI 16d COMMON q a #4 REBAR @24" O.C. @ CENTER OF NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT ulm g SLAB LAP TO OCCUR OVER STUD OF WALL W/ PLAN w E w 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING "v O 'r O (L I WALL W/ SYP 2 U I I— 2" CAPPED j V) NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE B7. PLATE 70 SLAB W/ — GALVANIZED PIPE O a SECURED W/ 2- PART LY g SPACING. SINGLE BTM. PLATE 1/2W' WEDGE ANCHOR W/ 2' W/FLANGE @ BASE a EPDXY. MIN, EMBED I TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH ° °• Q 8', LINO PLATE EPDXY 5.1/2• EMBED. MIN. @ 16" OC 4 iv _ •. 4" CONC., REINF. W/ I 4 in F. OLLOW ALL NS4FOR = C CATI SSE SIMPSON SPH4 OR SPH6 MAX. m r ., ° % 6"x6" #,O W WM ON O _ m UANDPECIE I BTM AND TOP PLATE ANCHORS W/ tOd x 1 1/2"= O 6-MIL POLY ETHYLENE SECURE FLANGE TO F m PREPARATION OF Ua COMMON NAILS FILL ALL a w VAPORSARRIERON �� -0" BEW/(4)1/4"X2IW Z w HOLE. y HOLES, DO NOT USE 10d w = Q • WELL -COMPACTED T^PCON5 x 3" K SEE SLAB SCHEDULE X > CLEAN FILL TERMITE TREATMENT SHALL BE M 0 O' a q SORA-CARE +_p-0" 13 �•° ,�.. �QQQ' 11` TOP OF SLAB •�� (2) CONT. #4 REBAR 4" CHAMFER (1STORY) • • . F 6" CHAMFER (2-STORY) a �_ - — ° (2) #5 REBAR ON CHAIRS •% s 12"MIN. �PTH INTO Z w 2,000 PSF VIRGIN SOIL OR 95% EQ. EQ. EE SCHEDULE VIRGIN OR ENGINEERED SOIL > O COMPACTED SOIL FOR WxD, BAR SIZE SLAB HEIGHT LESS THAN 3'S" 1°U pER PLAN 5 BOLLARD ADDING BAR TO AND BAR QUANTITY EXTERIOR MONO DEEP FOOTING W/ BLOCK WALL SCALE: 314"=1'-0" MONOLITHIC FOUNDATION 6 scALE:3a"=r-0 INTERIOR CURB FOUNDATION WOOD WALL SCALE:34"=T-0 � \ (W/ UPLIFT) SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON LAP TOP PLATE A MIN. OF 48" NAILS, 2-ROWS, 4"OIC BTM. VERIFY HEIGHT OF WALL W/ PLAN AND NAIL WI 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE PROVIDE BLOCKING 2.4 OR 2x6 WOOD BEARING WALL W/ SYP No 2INSTUDS SEE PROVIDE BLOCKING Z E a a BTM. PLATE TO BE PT. SECURE BT. PLATE TO PLANS FOR SPACG. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO O 11 PROVIDE DBL. TOP PLATE PROVIDE DBL. TOP PLATE SLAB WHOA MASONRY NAIL Qm w SLAB W/10d MASONRY NAIL,6" OIC STAGGERED. 16' O/C STAGGERED, ADDITIONAL METAL U d ADDITIONAL METAL CONNECTORS NOT (L CONNECTORS NOT REQUIRED WHEN O 8" CMU WALL REQUIRED WHEN NO Xow IS T. UPLIFT IS PRESENT. Z — +- 0'-0' POURED LINTEL CONT.) UPLIFTISPRESENT. '• FILLED CE(TYP.)P ��•'' _ TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING Q SEE SLAB SCHEDULE SEE SLAB SCHEDULE 12" DIA. SIMPSON STB2 BOLTS 5" TOP OF SLAB - +- 0'-0' - a ZA—F MINIMUM EMBEDMENT INTO e TOP OF SLAB .a• "ISOLATED• COLUMN PAD GROUTED CELL, 4" FROM ENDS AND 4 CENTERED UNDER WALL AND 15' O.C. VERTICALLY MAX • _a m POURED MONOLITHICALLY WITH °FOUNDATION AND SLAB EDULE SEE SCHEDULE BAR SIZE FOR WxD, BAR SIZE ✓ AND BAR QUANTITY EQ... EQ. EE SCHEDULE AND BAR QUANTITY FOR WxD, BAR SIZE COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION $ INTERIOR CURB FOUNDATION WOOD WALL 9 scALE: 3/4"=V-0" (NO UPLIFT) "' SCALE:34"=1'-0" SCALE: 3/4"=,'-0" SDALE: 3/4"1'-0" (NO UPLIFT) Il N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdeslgngroup.com AA B: 0003325 Y a SVHDIV &. LOT ABBOTT PARK LOT #5 BLK #11 PROJECT# 04181.000-05111 MODEL' 4EBB "1828—CALI" GARAGE 81WING: LEFT PAGE: DETAILS 160 MPH EXP. C D � 01/20/21 sCAt w'' 1/4"=1'-0" sIEM]" S1.1A i N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA B: 0003325 Z �gp 64 1 F BUBDIV. to LOT ABBOTT PARK LOT #5 BLK #11 [PROJECT# 04181.000-05111 MODEL.• 4EBB "1828-CALL" GARAGE BVIIMG: LEFT PAGE: DOWEL PLAN 160 YPH EXP. C DOWEL PLAN SCALE: 114' = T-0' TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELE d N• O CLEAN OUT REQUIRED Q FOR INSPECTION m •d -.I. - TIE`/ERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE BABAR DIA. Z #3 18" #4 24" m U #5 30" #6 36" V 42" HORIZONTAUVERTICAL �,� REINFORCING SCALE: 3/4"=V-0" Z � STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND p a SPACING REQUIREMENTS �W IL U m IL m0 l Z S" CMU WALL TOP OF SU18 - d - TOP OF SLAB SEE SLAB SCHEDULE E BAR SIZE 48 BAR DIA EXT. PORCH S7:N 4" CHAMFER (1-STORY) #3 19 iy O W/ U2' ISOLAT6" CHAMFER (2STORY) JOINT (WHERE #4 24" b a APPLICABLE) MATCH STEEL THRU #5 �. REINFORCEMENT 6"PVCCHASE PER SCHEDULE 36" 6" PVC CHASE THRU FOOTING FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 SCALE: 3l4''=V-V #5 BARS i 8" ,1 CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 wwwzbdesigngroup.com AA 4: 0003325 w h _ dd 6 isso b to �}py� 5 r SUHDIV. do LOT: ABBOTT PARK LOT #5 BLK #11 PIDJECT#1 04181.000-05111 MODEL1 4EBB "1828-CALI" GARAGE 81IIMO: LEFT PAGE DETAILS 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 1Y2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 Wl (8)10d x 1 1 /2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 WI 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURERS 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. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.S. = TOP OF BEAM I B.O.L. = BOTTOM OF LINTEL I 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 (psl) ZEWXH REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBi MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES L---------------0---------------,----------A----------, 8Fl6 MIN: 1T/DWlB 17'4" BTM. OF LINTEL @ T-0- ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 1/4" = V-0" d N. RONALD REAGAN Bt LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 wwwabdesigngroupcom AA#:0003325 i .°� e a 4A 0 Svsniv. ac LOT: ABBOTT PARK LOT #5 BLK #11 PnoawT# 04181.000-05111 MODAM 4EBB "1828—CALL" GARAGE SWING: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR Wl 10" HOOK 30" TYPICAL #5 OAR IN BOND BEAM CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4'=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYR .-711 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM m 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. \' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�e V\ PLACE STEEL HEIGHT. �OF REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16"5. SHOULD THE fp p` DOUBLE COU SE OF B D BEAM IS OMITTED AND A LINTEL 5 PLINTEL LACED. THE SBOND BEAM STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 / G TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. x 8 / OND TOP OF 115 RBEAM W/ (I6 DBL. B #5 BAR BOND BEAM \p� 8 EACH COURSE • G 8x8 BOND BEAM TOP OF • ��G�\\� W/(1)#5 BAR .` BOND BEAM F =FILLED W/ GROUT I .\t\p� U =UNFILLED GROUT SOLID FROM TOP .j5\p NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. BEAM COURSE SEE NOTE 5 A\a �Gp 16-1 T/ 1 B PRE CAST CONCRETE 5 (�P LINTEL W/ (1) #5 BAR (1-2) EF NOMINAL —�� LENGTH OF BAR WIDTH OF MASONRY Qp- HEIGHT # OF #5'S, TOP $ OPENING-2" IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE QR BEAM DESIGNATION THAT XFXX - 1T/1MI0B INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM 8x8 PRECAST CONCRETE SCALE: 3/4"=,'-0' ANDXFXx- 1TAIMMS INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L7) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS TOP AND XUXX-1T//M108 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX-1T/OM10B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2.4(MIN 2X 3)1-3116 TAPCON R DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 1/4-) 8- FROM EACH END AND 18" O.C. MAX. MIN 1-114" EMBEDMENT 2x P PRECAST 'a OR DRIVE DRIVE P (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 114") 8" SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-114" m EMBEDMENT 2x8 (MIN 2 X 3) 2-3116 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 VCMUWALL EMBEDMENT HEATHING 7/16"TYPICAL MASONRY WINDOW SILL CONSTRUCTION ARCHWAY FRAMING DETAILS SCALE: 314" = 1'-0" r SINGLE #5 CORNER BAR, 3Ox30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM T SCALE: 3/4"=1'-0" 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774.4078 W W W.Bbd¢Slgng1D11P.COR1 AA #: 0003325 C I� IJ i a NMI aysD:v. ae LOT ABBOTT PARK LOT #5 BLK #11 PROJECT* 04181.000-05111 MODEMA 4EBB "1828-CALI" GARAGE SIFMO: LEFT PAGE: DETAILS 160 MPH EXP. C "LOTTS CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH SUB &Z-9e 6.1T IT tT 1T/06 -1T TYPE LENGTH ��N 8/BSOLID TYPE LENGTH 8/8-1T 6/16-tT =D-IT 8/24-1T 6/26-tT &W-IT W19 e-iTn 1Tn tTn tr/7 1Tn W2r 8n62r 6n92r 6n4-2r BUB 6rs2-2T 3'$' PRECAST 1436 962 3114 4217 5321 "m7531 Y-W PRECAST 689 1024 T-W PRECAST 1669 3524 4394 5263 0132 7001 2465 6113 am 7708 9031 10000 1509 3524 4394 5263 6132 7001 V-V PRECAST 1065 700 23N M25 3945 4765 5567 4'-0' PRECAST 514 763 4'-0' PRECAST 1363 3000 3815 4570 5325 W79 1961 6113 7192 6624 7627 8751 1363 3060 3815 45M 5325 N79 4'-0" PRECAST 819 533 1770 240D 3033 3666 4300 4 ' 6' PRECAST 398 591 4'$' PRECAST 1207 2582 3376 4043 4711 5379 1625 6743 7547 6752 8541 7565 12DT 2707 3375 4043 4711 5379 5' 4' PRECAST 931 1247 1999 25N 3123 36M 42W PRECAST 411 411 5' 4' PRECAST 1016 1806 2374 29" 3513 4084 7319 44M 7196 7342 5780 am 1016 1016 2276 28M 3399 3961 4064 5'-10' PRECAST 817 1024 1031 2090 2549 3009 3470 PRECAST 340 339 5-10' PRECAST 909 M99 1971 2443 2915 3387 1161 9N3 5877 6036 meMe5-10' 20W 2593 3107 36M 4133 B $' PRECAST m1139 1139 3227 3031 3707 4363 5081 6'$" PRECAST 410 721 6' 8' PRECAST 635 1201 1578 1955 2332 2709 3227 4596 7054 1 W00 8625 835 18N 2329 2790 3251 3712 T-0' PRECAST 570 938 2498 22D5 2N6 3191 3885 T 6' PRECAST 303 534 T 6' PRECAST 716 9W 1181 1462 1743 2025 938 2498 34M 4864 7097 8472 727 1624 2025 2428 2827 3226 W-41" PRECAST 428 633 1593 2204 2481 2818 2621 9' 4" PRECAST 192 384 9' 4" PRECAST 454 506 797 948 1129 1310 698 1674 2298 3081 4NB 4NB 572 1318 1643 t9N 2164 2519 10' 6' PRECAST 388 487 1247 1767 1904 2163 2028 10 6" PRECAST 151 301 10' B" PRECAST 356 4N 612 755 Boo 1042 550 1407 1897 2781 3222 3784 504 1180 1472 1763 1710 t9N 4' PRECAST 330 544 1312 1742 2252 2N6 3630 11' 4' PRECAST 132 417 11' 4' PRECAST 430 406 630 853 777 on11' 544 1312 1742 2252 2886 3552 405 1042 1372 1843 7470 7710 1T-0" PRECAST 308 507 l210 156 2D46 25N 3t01 12' 0' PRECAST 111 370 12-0" PRECAST 383 306 476 567 m m 607 1210 1696 2048 2585 3171 440 940 1300 15N 1314 1476 13'-4' PRECAST 270 433 1045 1365 1732 2157 2536 13' 4' PRECAST 82 298 13'�" PRECAST 306 303 393 484 575 645 414 1045 1355 1732 2316 2N5 396 780 1057 1312 1071 12D3 14'-0" PRECAST 264 388 978 1272 1806 1988 2279 14W PRECAST 71 293 14'-0" PRECAST 279 278 360 443 525 eN 390 978 1272 t6D6 1950 2389 378 717 961 1192 975 1133 14'$' PRESTRESSED N.R.458 NR NR NR NR NR NR 14'$" PRESTRESSED N. 283 14' 8' PRESTRESSED 239 422 606 an746 a65 1079 1429 187A 2277 2712 246 863 980 1237 1474 1715 164" PRESTRESSED N.R. NR NR NR NR NR NR 164" PRESTRESSED N.R. 252 15'-4" PRESTRESSED 224 387 464 674 684 793 412 1014 1340 1703 2118 2513 230 618 908 1134 1353 1572 1T4" PRESTRESSED N.R. NR NR NR NR NR NR 1T�' PRESTRESSED N.R 163 1T 4' PRESTRESSED 197 325 365 451 567 NO 3W 850 1121 1413 17N 2047 192 506 72D 501 1135 1312 174" PRESTRESSED N.R. NR NR NR NR NR NR 19'4" PRESTRESSED N.R. 148 19'_4' PRESTRESSED 162 208 348 430 513 M 235 730 9N 12W 1487 1716 166 429 623 803 950 1090 21'4' PRESTRESSED N.R NR NR NR NR NR NR NR PRESTRESSED N. 125 21'�" PRESTRESSED 142 219 308 361 454 627 180 596 839 1038 11N 14N 142 379 537 NO 818 843 22 0" PRESTRESSED N.R NR NR NR NR NR NR �� PRESTRESSED N.R.11B 22-0" PRESTRESSED 137 226 290 3N 428 497 165 650 784 992 1203 1381 137 368 513 6N 779 90D 24'-0' PRESTRESSED N.R. NR NR NR NR NR NR 24'-0' PRESTRESSED N.R 91 24'� 124 174 245 302 380 418 129 450 654 824 1014 1147 124 1 319 455 56t I 887 I 793 - ALL VALUES TARN AS THE LESSER FROM 'SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 19-0130.13 d N. RONALD REAGAN 8l LONGWOOD, FL 32750 PN:407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 1 :11 LJ Wig aUBDIV. & LOT ABBOTT PARK LOT #5 BLK #11 PROJECT# 04181.000-05111 MODEIr 4EBB "1828-CALI" GARAGE 81FMG: LEFT PAGE: SAFE LOAD TABLES IL-160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 1/2"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 11T 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 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 CING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN ATPLALEAST 8" FROM THE CENTER OF THE COLUMN. yam, CJt 9I CJ3 CJ5 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO SM. W/ 0 L) 0 SIMPSON LTA2 USED TO BRACE TOP OF WALL. A ci 5 Lj) I p N N N N N N N N N N N I I I I ATTACH 4'-0" LONG 2x SCAB O I ssxx: s N N N N p TRUSS W/ 10d NAILS 6" O.C. N i C (4" FROM EA. END) S a= x I sAACCE 6 1=e=s = xx>s x I- ==aa=xa��x=saaa—a�a I I I aaaa.ra�=aaa�=a��s=.=aa�= I I I I GT I � ;—_m -.7;xW�w�x FRAMING PLAN SCALE: 1/4" = V-0" —' —— N-—-I&-— :- ,al 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA is 0003326 go r o b C F sumirv. a. LOT ABBOTT PARK LOT #5 BLK #11 lipaojzcT# 04181.000-05111 MODEM.: 4EBB "1828—CALI" GARAGE > 'WMG: LEFT PAGE FRAMING PLAN 160 MPH W. C ENGINEERED WOOD TRUSSES PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP "ROOFAVALLIFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH # 1100 UPLIFT SIMPSON (9) 10d x 1 }'NAILS TO TRUSS PLYWOOD SHEATHING, SEE (i) SIMPSON HETA16 B{2) SIMPSON HETAII 6 TRUSS ANCHOR WITH "ROOF/WALL/FLOOR TRUSS ANCHOR WITH NOTE: A PT SYP #2 2" x 4", TRUSS AND'(4) 11//4Tx02 114" SHEATHING (12)16d x 1 }' NAILS TO TRUSS (9) tOtl x 1 }• NAILS TO 6", 8" x 4'-0• MAY BE ADDED TITEN 2 ANCHORS TO FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE 6' W/ 10d NAILS, 2 ROWS, 3" CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON NOTE: A PT SYP #2 2" x 4", (16) 10d x 3 }" NARS TO GIRDER AND CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS 6". 8" x 4'-0" MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF W/ 10d NAILS, 2 ROWS, 3" WITH (12)16d x 3 " NAILS TO GIRDER O/C TO FACILITATE ONE } CONNECTOR CONNECTOR BLOCK WALL TO ADDITIONAL PLY MAX. TO A{1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN )19 x 2 TRUSS AND (4) iM' z 2 114" S TO ANCHOOUREDR CONTINUOUS BOND BEAM 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS WITH (4) J' x 5' TITEN HO TO CMU AND (12) SDS _ CONT LINTEL SEE ARCHITECTURAL ANCHOR REQUIREMENTS. }" x 2 }" TO GIRDER 2x SECURED W/ (3)16d GALV. COMMON NAILS. ENGINEERED WOOD B{1) SIMPSON FGTR GIRDER TIEDOWN WITH 1X2 SECURED W/ 10d TRUSSES @ 24" O/C, tx2, 2x WOOD FASCIA (2) }" x 5• TITEN HD TO CMU AND (1 B) SDS }" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 12° O/C FOR REVIEW 2x SECURED W/ (3) t6d C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL 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 NA NS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12" O/C SCHEDULE SEE SCSOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:T70 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN, B ALLOWABLE UPLIFT = U:2365 LBS, 1:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LEIS (2 PLY MIN.) 2" COVER & 2" APART C ALLOWABLE UPLIFT = U:2705 LEIS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ % MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b 1c TYPICAL ROOF GIRDER CONNECTOR(S) s ALE: 3/°"=''-0" 2a 2b 2c L 1 SCALE 314"=1'-0" GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 3/4" T & G SUBFLOOR GLUED AND BRACE W/ 12d EA. TRUSSES WHERE (G SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X43RACING IS PRESENT AT COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING LSTA1220 GAUGE SEAMS) W/ 10dxl/2 HDG NAILS 0'-0" TO 30'-0" (1) "X" BRACE EACH END. TOTAL OF 10 30A- TO 60'-0 (3) "X" BRACE SECURE PT. PLATE (1)"X"BRACE @ CENTER /l TO BLK W/ DIA. FLOOR (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLOL T W/ 2" GIRDER 6-0" MAX (W/1X4) FROM CENTER TO END. WASHER SET IN HIGH OR 10'-0" MAX (W/2X4)� 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. PER E VATIONSECURE ix4 DIAGONAL PRESNG GABLE TRUSS GABLE TO PRE-ENG FLOOR TRUSS BTM. CHORD BRACING, SEE 8" P.T. PLATE W/ 12d's B" STIFFBACK (AS PER O.C. MAX SGYPSUM BOARD OR 1/2"HIGH PLAN FOR LOCATION TRUSS EKG) CONT, 2x4 SECURED W/ STRENGTH CLG. BOARD � U a MAY NOT BE (2) 10d's @ EACH TRUSS SECURE TRUSS TO TOP PLATE w! (2) i°1 a REQUIRED TO BE INSTALLED 16d TOENAILS 10'-0' O.C. MAX. DOUBLE TOP PLATE HTT4 W/ 5/8' A.B. WITH BTM. CHORD OF MIN. 7" EMBEDMENT WOOD ROOF TRUSSES TO SLAB 8 (18) 16d x SEE SCHEDULE FOR hy 2x4 OR 2x6 WOOD BEARING 2-1'" NAILS TO POST., BOND BEAM RED. WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING a. ill" GYP. WL. BD. - 1x4 BTM. CHORD BR, 6'-0" O/C END WALL OR OTHER < e OR MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF -• 8 i :% • . e. 10'-0" MAXSECURED W/ (2)10d COMMON AT CHORD DEPICTED SEE PLAN BLOCK WALL W/ GABLE END NAILS EACH 7 INTERSECTION TYP. C BTM. CHORD BRACING PRE-ENGD TRUSS SCALE:3l4"=1'-0" GIRDER/WOOD POST CONNECTIONS 6 SCALE:34'=1'-0' FLOOR TRUSS CONNECTION @ L.B.W. SCALE: 3/4"=1'4° (NO UPLIFT) THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH 1/4'D ° HOLE EDGE>5/6" USED SO LONG AS THEY CONFORM TO THE FOLLOWING HOLE DIAMETER <2/5'D SGL. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fi AND F2) LOAD CAPACITIES HOLE EDGE >518" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE oll SUBJECT TO F1 AND F2 FORCES. BTM. HOLE DIAMETER PLATE <3/5'0 DBL. STUD ALTERNATE MATERIALS STUD NOTCHING 11 AND BORING LIMITS SCALE:34"='-W 8 SCALE: 1 1!2"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com L. AA #: 0003325 F h � may.. 1 0 Vo VTCR SPACING (1) AT EACH END by 2x4 BLOCKING BETWEEN TRUSSES VTCR AND 6'-0" O.C. MAX. (2) 2X4 N0.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE WI (3)12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS TRUSS (OIAG. BRACE TO COVER 5 TRUSSES) 0'-0' TO W-0- (1) "X' BRACE L W-l' TO W-0 (3) "X' BRACE PRE-ENG GABLE TRUSS 1 (1) "X" BRACE Q CENTER (2)'W' BRACE DIVIDED EQUALLY 2x SUB -BAND FF AT ALL FROM CENTER TO END. UPRISTIFFGHTS UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) e I PLYWOOD SHEATHING, SEE I 'ROOFIWALLIFLOOR SHEATHING FASTENER SCHEDULE' SEE TYP.TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW 1x2 ZKIN FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES 0 24- O/C, 1)2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2.4 RAT RUN 12"0/C AND APPROVAL SECURED W/(2)12d's@ PRE-ENGINEERED MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE-ENGD TRUSS SCALE: N.T.S. W/ HIP RETURN SCALE: 3l4'=1'-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (fYP) 0 24' O.C. NOT SHOWN FOR CLARITY) MAX O 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2x6 PT. PLATE TO BLK WI TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/ 2" - - WASHER SET IN HIGH 41 STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2.8 P.T. PLATE W/ 12d's B' O.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED (Q 19-9- O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4"=1'-0' -1 N. RONALD REAGAN SL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA A: 0003326 F Q 6 6 ausmv. at LOT ABBOTT PARK LOT #5 BLK #11 PROJECTIL 04181.000-05111 MODEIs 4EBB "1828-CALI" GARAGE STM90: LEFT PAGE: DETAILS 160 PH EXP. C V 1F—�F ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-19 ZONE 1 = 23.79 PSF (33.79) ZONE 2 = 39.48 PSF (49.48) ZONE 3 = 67.16 PSF (77.16) 'A"= 4'-0' END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE:'G' RISK CATAGORY: it APPLICABLE INTERNAL PRESSURE COEFFICIENT+. 0.18 ROOF OIAPFWIKNI FOR ASPHALT SHINGLE ROOF, USE MIN 7/15' STRUCTURAL SHEATHING EXP 1(24/16) or 15/32" STRUCTURAL SHEATHING EXP 1 (32116), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE 15/32" STRUCTURAL SHEATHING EXP 1 (32/16) .(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Ed RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL REQUIREMENTS SIZE HEAD LENGTH DIA TENSILE STR. SHANK ASTM 8d RING SHANK, 2 3/6'0.113 170,ODO (16-20 RINGS R SCREW SHANK PER INCH) S R SR-01 Eld RING SHANK, PNEUMATIC 23/8' 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 12" CDX OR 7H6" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP 8 BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ROOF SHEATHING ATTACHEMENT SPACING ZONE 1: Sd NAILS @ 4- O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r Sd NAILS @ 4' O.C. ON EDGE AND 4" O.C. INFIELD ZONE 3,3e, 3C Sd NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD. 8d RING SHANK GUN NAILS @ 4" O.C. TOP S BOTTOM EDGES i rI 0n e J TYP. EXT. SHEATHING ATTACHMENT ur m ¢O c� w Y w0 m0 RAFTER OR TRUSS ROOF SHEATHING — 7f L BUILDINGLENGIIH L 7f ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END 8 (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16' O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 8d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING \ C#g 2" DECK SCREWS @ 6"-8" O.C. MAX @ EDGES S 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3W T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED W CONCRETE SHALL CONFORM TO ASTMC331C33M. IAVOMUMA.(GiREGATESIZE BHAU. BE 3W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%NR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NOWBEARING WOOD WALLS TOP PLATES S STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES OF CONCRETE ARE TO BE CWYFQt®311'. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FSCR 2020, 71h EDITION ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING. LEDGERS, BLOCKING, AG 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. FD = 1100PSI AND A MODULUS OF FOR SPECIFICATION FOR THE DESIGN OF CONCRETE, TMS 40EMBER PROVIDE 6ML CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE LWE2 ALL SLABSONGROI#!D WHEREINDICATED ON = PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHILL ,FOR ED STEEL 201 COLD�FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-18 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 6IICIESAND SEALED WITH ADHESIVE TAPE PRELASTICITYPRESSURE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES FATED, A ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMA -WORK: SHALL BE RATED TO RETENTION LEVELS OF 0.26 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORMWORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL. BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7M EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP 92. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. R IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1064/AI064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES, WIRE MESH FOR SLABS SHALL TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH Y CHAIRS SPACED 3-0 OC, EACH WAY. STRESS -GRADE LUMBER AND FASTENINGS' THE NFPA. TRUSS DESIGNS BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED FOR SHOP IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM AB15A815M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A. AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPF14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'BCSI LATEST EDITION' AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf REVIEW, WOOD TRUSSES. 20 psf TOP CHORD -rlDnco oem TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 3W 10 psf BTM CHORD -Don-DDDarrent #5 BAR - W' #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36" X 36' CORNER BARS, BOND SEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSUASCE 7 88: 1990. 16 pet TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) psf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. 5 10 psf BTM CHORD 5 pst BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WAIL. TRUSSES/GIROERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 PM WINO: DEAD LOAD SPEED MPH SUSECONDC,RI GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF A FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE Tfi 020) EXPOSURE C, RISK CATEGORY 10 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY S ARCHITECTURAL AIDE, TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL B ATTIC WITH LIMBED LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: BLE(FBC ATTIC LAYOUT, SPANS 8 ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS TWAT WITH FIXED TARS: STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30ps1, BALCONIES (E)CTERIOR) 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: 200pd, GUARD INTILL COMPONENTS: SOpsf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY' PLAN SHOWING COMPONENT LAYOUT, SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORI— LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE 'SPECIFICATION MASONRY STRUCTURES' (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED THE CONTRACTORS PRIOR SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM CSO, GRADE I'm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM WILL . S RUNNING BOND UNLESS OTHERWISE NOTED. MASONRY WALLS BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED GROUT O PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-076, 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 A MAXIMUM 31W WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10-. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: TYPE "WOR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 FOOTING • PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE BE COMPACTED TO A DRY DENSITY OF AT LEAST THE REMOVE M SHALL BE THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D1557. TREAT ALL DENSITY, 7. THE SOIL FOR TERMITE PROTECTION. CELLS TO BE FILLED. BE THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2.500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-ON-GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIORTO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' 4-PRIORTO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REOMREME NTSOF ACI 318AND ASTM C94CM OR MEASURNG, MIXING, TRANSPORTING ETC. CONCRETE TICKETS SHALL BE TIMESTAMPED WHEN CONCRETE IS BATCHED. THE MAXINUIM TIME ALLOYIED FROM WHEN WATER IS ADDED TO THE MD( UNTIL IT IS DEPOSITED W ITS FINAL POSITION SH4 1 NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY W SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE DINNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLONS. A. 7FOR CONCRETE CAST AGAINST AND POW ENRY EXPOSED TO EARTH (FOUNDATIONS), B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-17! FOR115 AND SMALLER Y FOR A AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3WFOR SLABS, WALLS AND JOISTS 1-1lP FOR BEAM AND COLUMN PRIMARY REINFORCEMENT TIES, STIRRUPS FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURAL STEEL: THE MATERIAL. FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 36 W FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM ASOB/A500M, GRADE B, Fy = 46 ksl. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B. TYPE E OR S. Fy = 35 ksl. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APMICATNIN su SPACING AP -T— ISIZE TTPE SPACING REWibp taZPTFURRNGTO MA50ldiV I CONC. CASE HARDENED COA X1IPLONG. 6•WC GARAGEDWRBU« To— /r D. NO WASHER CON MASgMY FASTENER ?ENeED.. rENDD6T., 11 DUST. SGD, AL. EXT. DOORS CASE HARDENED 00A POA: ,DOOW FASTENED RAGE DO .. rz•Dw. W/ A• EMBFO.,A•EID DaT., to PT, SEE NOlE6 NAIL 11/Y LONG. STAGGERED TO MASONRYAXxiC. WASHER E%PAN6pN SOLT 2A 3•EDGE Dai. wNDOW eu« FAMNED AtErAL STR4PTO CONTACT THIS ENGINEER FOR SPACING 1a PT.SEENOTES NAIL 1 1?LONG. STAGGERED REQUIREMENTS 9WNG SUgxT.DOOR C3 PT, GEE NOTEe 121Y169N ASHER APOCY FhS1NER f8, 1 1Il—D. r END. DaT..11rz•EDGE Dar. NMSEARwG WOOD WALL TO HNC. SLAB 12" EJtPAN3xtN 2A•� rELA3ED.rEMI WI WASHED BOLT ., Pr wwDOW &ICI • AFxz1,8' P I•END. OI,? Pi T09TEEL COL., SEE "W-,wI WASHER —T EDGE OUST. NOTES 1T LES 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 MANUFACTURERS SPECS AND / OR NOA -� 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HLTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE f 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-7744078 W W W.8bd881gngFOMp.COD1 AA S: 0003326 4 1� 1 �Qp t ? F F $Qp 4g4g$Y C aysD:v. de LOT.il ABBOTT PARK LOT #5 BLK #11 PROJECT# 04181.000-05111 MODELa 4EBB "1828—CALI" GARAGE SWDM: LEFT PAGE: DETAILS 16 PH EIT. C ti oc)q Zvi qhlAv-- Ft- 2�OD"r