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HomeMy WebLinkAbout7697 Sail Clover Ln99 —[504-3EAB-ALLEX 99 e 4P y, N ' r s "' c HOMES R �+ k 12602 TELECOM C )RIVE, TAMPA, FL 33637 Te1= (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -jWZM BURMG CODE, �EnUI. ABV. ABOVE LAV. LAVATORY DATE DESCRIPTION IMp N ty��, -AMIM.* �e� MDmp �=& CODES A/C ADJ. ALT, AIR CONDITIONING ADJUSTABLE ALTERNATE LUM. me. MFR. LUMINOUS MEDICINE CABINET MANUFACTURER ��• CONSTF311CTION DOCUMENTS 189UED ARCHITECTURAL SHEET DESCRIPTION 024VIS PLAN MAINTENANCE DR HORTON HOMES 12602 TELECOM DRIVE �r -OCCUPANCY - RESIDENTIAL, GROUP R3 -coxsrRlrcrlox TYPE - vB -MIN. DdTERIOR FINISH - CLASS B AMP. BD. CL CAB. CI.G. AMPERAGE HOARD CENTER NE CABINET CEILING MIN. M.T. MTD MTL N:C. S. MINIMUM METAL THRESHOLD MOUNTED METAL SCALE PG CS —COVER SHEET PG GN— GENERAL NOTES mM&N DEVISED LINTEL SIZE • ENTRY O6QVI8 ADDED LED LKyHTB TO KITCHEN t E4►TFRDOM3 PER MARK EOLLES 10/S/IB ADDED WD LAYOUT TAMPA FL 33637 -BASK WIND SPEED - Vint=1(i0 MPH CLR. CLEAR D.C. ON GNCENTER PG Al —FLOOR PLAN 10AOM ADDED OPT. W-®' CEILWs W*W TEL: (813 740-9720 FAX: (813 740-9715 esd=124 - c -1-STORY RESIDENCE - :1-STORY .2-STORY RESIDENCE - MA7L HEIGHT AS PER IACAL CONC. CPT. C.T. D. DBL CONCRETE CARPET DRYER CT E DRYER DOUBLE PL P.B. PH. PLT PR. PROPERTY LINE PHOHBUTTON PHONE PLATE PLYWOOD PG A2D—ELEVATION "D" PG El —ELECTRICAL PLAN OVMV RE USP CONNECTORS OATH S"PSON CONN57ORS 0MI3Rm OPT. B ® CLG HGT: (£VIBE ARCFNWAY HEK�FITB AND STATE CODES DG DIA. DUAL ZED DIAMETER PT. PAIR PRESSURE TREATED 0M/V141 2020F®CUPDATE PG PI —PLUMBING PLAN 0310M I ADDED SOFFIT DETAILS . DIM. DISP. DP. DR. D.S. DTL D.W. EA. ELEV. EQ. DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL EACH EACH ELEVATION EQUAL R. RAC. R.A.G. REF. RM. R.O. S.G. S.D. S.H. SHT RISER RADIUS RETURN FRIGERAIR TOR[LL REFRIGERATOR ROOM G ROUGH OPENING SMOKE DETECTOR SMOKEDETETOR SINGLE HUNG SHEET PG MI —MECHANICAL PLAN PG Dl—DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL PG WAl—WALL ASSEMBLY DETAILS STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA S FT. CAT/�A Q. 1 �IHtlLLAAII 1L71 LIVMG Ifj g(, �, GARAGE 39O gQ. FT. ENM 31 80. FT. AR No. 93723 LANAI �Q. FT. EXT EXT. F.G./FX. EXHAUST EXTERIOR FIXED GLASS SHWIL Sim. SIN. EATHING SHOWER SHOWER SIMILAR PG WA2—WALL ASSEMBLY DETAILS T A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. TOTAL s®u °�GI FT. F.O. FIN. FLU FLuoR. FUEL FINISH FLUOR FLUORESCENT SL. SL.. STD. sws SLIDING SLIDING GLASS STANDARD SHEARWALLl PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS LONGWOOD, FLORIDA 32750 FTG R FRENCH DOOR TEMP. SECTIONPDGIASS PG WA5—WALL ASSEMBLY DETAILS Tel: (407) 774-8078 Fax: (4O7) 774-4078 GA. . GARDISP. OY I. GL. GAUGE GARBAGE DISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER GLASS THK. T.O.C. T.O.O.P. TB. TYP. THICK TOP OF CURB TOP OF PLATE Top AL AB TYPICAL �i PG WA6—WALL ASSEMBLY DETAILS STRUCTURAL SHEET # DESCRIPTION PG Sl—FOUNDATION PLAN PG S1.lA-DETAILS GYP. BD. GYPSUM HOARD UN.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE H.C. HOLLOW CORE V.P. VAPORPROOF HDR. HEADER W. WASHER DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LTAHIIdTY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. HOT. L R INf. L INSULATION INTERIOR wo. WDW W/H W,. WOOD WINDOW WATER HEATER WROUGHT IRON PG SIAB—DETAILS PG S1.2—DOWEL PLAN IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES IN NEED OF FURTHER DETAIIJNG OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS PG S2.lA—DETAILS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S2.2A—SAFE LOAD TABLES PG S3—FRAMING PLAN CLARIFICATION. PG S3.lA—DETAILS AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN PG S3.IB—DETAILS BFI's IN WRITTEN/DRAWN FORMS IN A TIMMY MANNER. AB DESIGN GROUP TAKES NO PG SNl—DETAILS RESPONSIB)I Y FOR INTERPRETATIONS OF CONSTRUCTION HY THE BUILDER WHEN NO RFI's HAVE PG SDI —SOFFIT DETAILS HEEN GENEATAR RED FOR UNCLEASPECTS OF THE ONSTRUCTI0 BASED ON THE DRAWING SET. 1 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 r sT,;JIMXV. ad TAT: ABBOTT PARK LOT# 38 BLK. 7 PROJECT,µ 04181.000-38071 IWO ICU 3EAB "1504-ALLY' GAVAGE BWMG: LEFT 1 PAGE: COVER SHEET 1 MPH W. C D � 0 /14/21 sCALE: 1/4"=1'-O" aIiEET CS OENEM NOM 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. 3. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. xmwORN 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION, 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS, 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER G DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 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 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE CONTROL I G US MEASURES T SU S 0 CO OL 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.' TINDER 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 INDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THEENGINEEREDWOODASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALUFLOOR 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. PLULBBO 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. L7L18lIOR WALL COV� 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 EITONOR FMB 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, FM RUMANT CONVIRUC710N 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 CEE1 M 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) . CONSYRUCTIOLI OBSERVATION CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. ELiL9UOR 80ff f! 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10/20 (RM) 1 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407.774-6078 FAX: 407-7744078 www.abdesigngroup.com AA k 0003325 r a ll c oxmDrv. & I.oT: ABBOTT PARK LOT# 38 BLK. 7 PROJECT 04181.07 38071 MODEL 3EAB "1504-ALLEX' GARAGE OWING: LEFT PAGE: GENERAL NOTES 160 MPH W. C _ '■ SHAKE SIDIWs AS 12 E. �BAND�_ /11`III 1 low In■III�I=1f1111 N 8'-0' BRCS. HGT.o_ 0'-0' FIN. FLR.i, COACH Lh3HT LK�HT v 4' RAISED BAND (TTPJ e -0. FIN. FLR I I I I i I II II I I 0'-0' FIN. FLR M." FRONT ELEVATION—D W,W- . V4 • V-0' D MNISH OFF RIDGE VENT FTPGN BRACKET BKTIIXn OR EQUIVALENT SHINGLE ROOF 4' RAISED b' RAISED BAND (TTP> -0' BR.a WT. OFF RIDGE VENT LEFT ELEVATION—D ALE I/ • P-0' TEXTURED ra4low 8'-0' BR.. HGT.,., I I I I I I I I I I I 0'-0' FIN. FLR _ OFF RIDGE VENT OFF RIDGE VENT 1OFF MCIdiE VENT 6 AREA OF ATTIC 2232 S4 FT. NET FREEVENTILATION AREA REQUIRED 1/300 REQUIRED VENTI IATION AREA 2232/300 = 7.44 = 1071.36 SQ. IN. NUN. REQUIRED VENTILATION IN UPPER .5X 2072.36 PORTION OF ATTIC = 535.68 SQ. IN. (BALANCE TO BE PROVIDED IN SOFFIT OR EAVE VENTS) OFF RIDGE VENTILATION AREA = 215 SQ. IN. PER VENT TOTAL# OF VENTS REQUIRED = 4,65809 TOTAL# OF VENTS PROVIDED - 5 8'-0' BR's. HCsT. F-1-1 iD REAR ELEVATION—D SCALE. V4 . i'-0' TEX 4FWPNI I I I I I I I - I \ P-4' / LOUVER DETAIL A GALE. 1/t -0' , 0'-0' BF?r.. HGT. a �6 0'-0' BRG. HGT. FAD IF j j 0'-0' FIN. FLR RIGHT ELEVATION—D SCALE. 1/4 . F-0' TEXTLIMD FINISH 1441 N. RONALD REAGAN BLVD.I LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AAfh.0003325 J roall 3 b O oil 1. aUBDrv. Z LOT ABBOTT PARK LOT# 38 BLK. 7 P1tOJffiCT* 04181.000-38071 MODMIA 3EAB "1504-ALLEX" Ow tAGIC 8WING: LEFT PAaa: ELEVATION "D" 160 MPH EXP. C 11 SCAA2D LE: 1/4-0" SHEET ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e DSV OUTLET 20 AMP *NSA POLE IIOV OUTLET nw omw In OF OUTLET UND TO SUBrel4 4) GFI IIOV OUTLET h' NPBD "wo ►WL B41Mf'7LR (TAMPER NMBUTANT TT'FE) @ 220V OUTLET (4) BAIe OONiGTION IULAP '�F' 12F1 WR. 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SELLETI' KETPAD HE Pa ruolm4 rrosi FOR CNB'!B OO Flow • LOCATION OF TV JAOCS 4 PFIaE OUD.BTS 4 PAS TO OE VEtPMD o Ht MMUNIR P'R!-CONSTRICTION NOL'TM • ALL B 4 20 AMP BRANCH C=UrrS TO OE ANC FAULT P1OT2C D PAR ELECTRICAL PROVISIONS OF PISCIR TtN EDrrILIN A M1 4 MM 2M)2 2eR ®ITION. • 20 AMP DEDICATED LAUCR1r CRSIUT. • GN e ISLAND (NOT ON KrrC: IM CBRCUIT) • DSNBWSIEIt DSCOMECT TO OE LOCKOUT N PANEL • DA74FOM WOLAW FAN TO HAVE MK CAPACITY OF Be CPH WN WITTER PER E.COTOGSL !PROVISIONS OF SECTION MBSI3 �. - • LAUNDRY ROOM I�TAC2# SFLV.L ee GROND FAULT CSRC8IT-NTRFN%PTER PRDTBCTION FOR F'BM!O/l!L tact M • 8KALL WWbft NNOW WALLK: CAME PER ELECTRICAL PNOVNN" OF POCJR IN ®(2B2et • ALL IUOW TO C OMPLT WITH EL.ECTIOCAL PROVISIONS OF TIE IWCR INN ®(2e]ei • BEL TEf o 1-NLRNti Ne. eE ENERST SPIL'�tI TYPE PEIa mppk:goiryl me PROVIDE SM/0 CA TR N . Pill, a N 2' CC " AL, TFNN . RS C2U IN 2' CONDUIT OR 2 (CONDUIT TO TERMNATE AEOVE SOFFIT e 150 AMP ELECTRICAL RISER NOT TO SCA, E. C"*"T1ON SERVICE rAllDISCOM¢CT SWITCH ASO METM IN A ELECTR TEMALS AND NSTALLATICNS SFWLL M NWA MKLBCIMC�ONMCOhM%.T UIrrW ELECTRK:4L PROVISIONS CF TIE FECJR ITH CCHPANY REODUIB'INM •MID ALL LOCAL POUlR 1% ALL CONDUCTORS SHALL = TYP! TH4NM" INLlSS NOTED I ' , '•"• •' OIIERUe6 P42M R CON'PANY TRAM Pae'lR PIM ALU 1111 (AL) N 2" VIA 4104110 .E SO PVC CONDUIT Lk4JM SERVICE IS PROVIDED BY THE ELECTRIC C"ANY. COOPVDINA115 WITH TIE 11LECM0 C TANY PRIOR TO BID. I — I � I I I LED LIGHTING @ SINGLE LAV. BATH 02 MAW 1ELE 44" SERVICE GAOL! TELEVISION SNTRM1CO SEIVICI EARANICE ld1NFliT BGUIFN'ENT INT19116YOT10I SO►DM TER'1NAL AT LOW VOLTAGE CO)N ECTIGB'S 1 44 CU e119RVIC! GROUND CON NEC12D TO C'ANCIll ENCAeM POOTM STREL PER ELECIRIGAI P'IlDVISIONS OF THE FISM 7TW EDITION M Mel bW' DIA X S FT L04 COPPER CLAD GROUND ROD I L c L LED LIGHTING ® DOUBLE LAV. BATH LANAI OUTLET FOR I I . DISHWASHER I ' . 1 LAW R00M / I IQ1'Cm/ I � I CEILMG MTD. I I �� PRE -WIRED I I -L --\ LIGHT TO BE I ITT ,, CLG FAN I INSTALLED, PROVIDE J-BOX FOR I I I I • OPT. FAN I I /1 I' /GO 11 L n ( n AB-- : PII11„ e BEDROR770 oa D�AllW�,. PRE -WIRED CLG FAN PANEL: A PANEL: 42 cit. breaker VOLTAGE: 120(240 V-1 Ph EIAN: 150 Amp M.L.O. FEEDER: 3-#2/0 Cu THdvN & 1-#6 Cu (G) in 2' C. OR 3-#410 AL TIMM & 1-#6 Cu (G) in 2' C. Win Pa.r15 da pdon web Cir WWI W.. Dawn non BW Pd. IYra 012 1 Seel Appliance 15DO 1 2 SOM Rang. 5D 2 a 012 1 Micrts4e../Hootl 1800 3 4 012 1smel Appli— 15M 5 a 45M We. H.e. 25 2 #10 *12 1 R 1500 1 B p 12 1q Rw•yl.ele. AFd 15W 9 10 120D DI .n1 GFI m 1 #12 p12 1Bah OFl Rwrybdw 1200 11 12 15M D.MnNar GFI 20 1 #12 C4 /Foy./HST B00 13 14 5000 Dry. w 2 co in 1GUM R—/MF U•t I1—i AFd Im 15 18 in4 ilatd,en Udd./P.by/Dnp AFd Ml 17 18 15M W.WGFI 20 1 W2 #ta I 1 15 1 BedR/LwnBy AFCI 1200 19 I 20 1D00 Gang. Door GFI 20 1 plx #14 1 15 Bed 4C4 / aah #2 AFC1 Boa 21 22 1200 / littterla Us 8 Rw .. AFd 10 1 4`12 73 24 Boa Bad V1 SD. AFd 15 1 M4 25 w 900 Bed C/ W.I.C. AFd 15 1 014 n 28 spwa 2) 30 spap4 31 w M. spore 33 m a spwa 35 39 sp.. 37 >0 SP— a 2 BO AIC-1 Ohs. 10 WA a 65% 9000 1 39 41 40 42 440D NC. NC C.U.-1 40 1 a Laa1 'ed to tlemaM faea cea(anm./liz 23400 30100 Lced to aa,,.m Oda celNedaa/Itr,e Demand Factor Calculations: ABBREVIATIONS: AFd: An FAULT CIRCUITI RRUPIER NC: NON-CONCIDENT LOAD GFI: GROUND FAULT MERRUPTER TatA load..ged to dv.end rda s3soD lW 1000 _ft.t 100% 1 laml Ramer —. a 4D% 17400 T_ A/C la,d LOAD CALCULATION 15 BASED ON AFC NON -COINCIDENT LOAD Tm Car,eded L 1 Wel. 29140 Tabl Amp. (orals / 240 wea) MA General Lighting 8 Rft.ptul. Load Tagil NC Feat 15D4 Gawra U.8 Rw 3 W / Sy. R. 4512 ' 19 at 65W/Li at 100% 1235 G-1 5747 Cw#6stD Total vatts 0—al U. 8 Rae Pwd A 1 101 575 _ _5747 aD I I aD I I I I I Foyst I I DIlVBdaR00M ® O --ja7 �a -pa FOR\ L i DOOR BATE#2 I . a °AMIM i I �� BBDROOM 1Kl A) KEYLESS I I I I I \ FIXTURE I I WALL MOUNTED 1 I I LIGHT W/SWITCH IN I I —� ATTIC I I I PRE -WIRED I F CLG FAN I / IRRIGATION I OUTLET • 48' I ' PANEL AFF. qpcpi El OPT. C4 METER I LIGHT KsNT FIELD He VERIFY LOC. ELECTRICAL PLAN SCALE, 114 a 1'-V 1441. N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 FAZBOTTPARK T# 38 LK. 7 CT 04181.000 38071 HODELA 3EAB "1504—ALLEX" GARAGE SWING: LEFT PAGE: ELECTRICAL PLAN 160 MPH E . C El I I I I I I I I I I m I I N I I I I I I � I I Ilt • " � u ----yl I I II I I I • WG. I I I / � I I _ I I I I r I I g �_ I I I I I s 96'x60' 61-WR. I I I PAN ® H I I 4'-4' 41'-10' PLUMBING PLAN VTRSCALE, V4 • I'-V' KITCHEN SINK W/ AAV >�NR LAv LAv 2' °.al-IUJR 2' LAv 1-1/2, WC 3' _ 3' �` 2' 3. TUB 3, 3. WASHER JU 3. 3' CO 3' TO MAIN PLUMBING RISER 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdmigngroup.com AA #: 0003326 gall susDm Z LOT ABBOTT PARK LOT# 38 BLK. 7 PROJECT>y 04181.000- 38071 MODEL: 3EAB "1504-ALLEX" GARAGE •WING: LEFT PAGE: PLUMBING PLAN 160 MPH W. C HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2 ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALLBECONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAD t MASTIC. AND INSTALLED AS PER FBC 'ITN EDITION (2020) MECHANICAL SLOG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL DE APPROVED UL 161 CLASS 1 AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 'ITH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS $HALL BE CONSTRUCTED IN ACCORDANCE TO FBC TTH EDITION (2020) MECHANICAL CODE 6031 1, BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH F5C 1TH EDITION (2020) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 3 ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO W& RECOMMENDATIONS AND FBC TTH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A PANTEC 4 OBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. Z OR WALL BRASS PLUG --FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V C OPTI/SPEC d FL00R SLAB CLEAN -OUT (TYPj. COUNTERSUNK C.O. PLUG SEE SPEC. ,I • �-1-8'X8' GONG. FINGRADE OR PAVING • FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED (g EXT. GROUND CLEAN -OUT (TYP. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE. SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR 000 O CEILING EXHAUST FAN CEILING EXHAUST FAN i LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL ATTIC AIR SUPPLY I� y � y AIR EVAP. NOTE ALL 14VAC TO HAVE PROPER PAN$ W/ DRAINS SECURE STRAP TO CONC.­, CONDENSER W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON WD ROLL STRAP EXTERIOR WALL OR EQUAL AIR RETURN 4= SUCTION AND LIQUID 4' CONCRETE SLABSECURE STRAP TO UNIT W/ (2) REFRIGERANT LINES +BXI 1/4' SHY, MTL. 8CREW8 CONDENSER UNIT -- EXTERIOR WALL CONNECTION TO PAD y 3/4' PVC CONDENSATE DRAIN LINE y PVG SLEEVE TO LINES BELOW FEUD NOTE: MAIN CONO. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE T REFRIGERANT LINES TO RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR NTH EDITION (2020) MECHANICAL SLOG COPE SECTION 301.2A HVAC DRAINS MECHANICAL PLAN SCA , 1/4 - I'-0 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdealgngroup.com L AA #: 0003325 J r ® O kak 5 BLJSDIV. de LOT ABBOTT PARK LOT# 38 BLK. 7 PROJECT# 04181.000-38071 MODEL: 3EAB "1504-ALLEX" GARAGE BWDM: LEFT PAGE: MECHANICAL PLAN %160 MPH . C B 2X4 TOP PLATE PRE-FAB TRJBS Liz' ri n BOAARD 1/2' DRTWALL 'TPr SECURE BT. — PLATE TO SLAB W/ Wd MASONRY NAIL • 32' O.G MAX FIN. PLR 2x4 WOOD STUDS •24' O.G. ITIONS SUPPORTING HUNG PLUMBING RES AND WALL JETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE I/o' O.C. OR, NOT THAN 2xb, WHERE ED NOT MOB 1 TYP. INT. WALL NON-BRG. D1 SCALE, 3/4'.1'.0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 90511. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS/ MTL. DRIP EDGE �// 2x FASCIA PER 1 _m ELEVATIONS TYP. O.H. 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. PLR.,_ 9/8' GYPSUM BI OR 1/2' HIGH STRENGTH OLG. BOARD 3 5*1 OR 5 V1' 7rbnM 3/V TOP CHANNEL (25 GA) 35/8'OR 5 3/8' ME24'OG. 20 GA ME5'DIA. SLEEVE, INSTALLED DO NOT CUT RECEIVING UPPER/ LOWER 3 SM• OR S REBAR w CABINETS AND TEs/BNOUER 21S GA METAL TO BE INSTALLED , BOTTOMPIPE IN ALL OTHER WALLS. 87=6 e L TO SECURED eE SPACED w' OC. AT 2ND T o BOND SEAM O NOT CUT FLOOR WALLS ADJACENT TO FLOOR WV 3/4' SOLID GROUT THE BOND STAIR WELLS AND BATHROOM PAP 4 TO WALLS W/ TILE FINISH WOOD FLOOR W/ (I)- 5 - BEAM Lill V4' WOOD (2) COURSE REBARS WOOD BASEBOARD- SCREW -- -FINISH FLOOR PIPE THROUGH 1-STORY TYP. INT. WALL 2AD1 SCALE. 3/ C*BOND BEAM _ 1A METAL STUDS NON-BRG. 4'•r- D 1 SCALE' 3/4'.I'-C' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS � r REFERENCE STRUCTURAL Ix2 P.T. FURRING - STRIPS • 24' O.C. 8' cm IR' GYP. WL BD: WOOD BASE — • t . n a , 4: . W/ WINDOW OPENING FIBERS-4-488 SHINGLES WITH 11NDERLAYMENT AS PER FBCIR 905.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE -ENS TRUES MTL DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-01 FIN. FLR ROOF SHEATHING THICKNESS IS e ENGINEERED PER ASCE 1-* IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 1609.5.1. B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 4 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 Ste' 3/4'.r-m' WITDH FMCR 9051EN1.11 FACT EE FBCCR E 2020 lTH EDITION IS #4 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM 04069 TYPE III OR TYPE IV UNDERLAYMENT. FIBER'sLAbb SHINGLES WITH UNDERLAYMENT AS PER PBCR 905.1.E ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE S. 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG.GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT— PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0-0' FM. FLR,I 6' cl•w ni wR •u us m. 2B GAS LINE THRU BLOCK rxr vr.r.r PP 24' Or- E LLV (V 12d • EA END 2x STIFFBACK AT ALL UPRIGH PER STRUCTURAL DETAILS f RE -ENS WD. TRUSS — CONT. 2x RAT REM SECURED PER -*"' DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/6' If GYPSUM BOARD OR 1/1' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES 6F'ECIFICATIONS STRUCTURAL 1x2 P.T. FURRING - STRIPS • 24' O.G. 1/2' GYP. WL. 150 - WOOD BASE — V2' 7WM 2 COAT - raRnAW crsB+r FLAwnm A-mm 01411mr w KfAm T ,pm as ima 3 GARAGE DOOR JAMBS D1 SCALE:11/2'•1'-0' FIBERGLASS 814MGLES WITH UNDERLAYMENT AS PER FRICR 905.U. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKESS AS PER SWEET SNL SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE -ENS. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS P7.7 ) TO F" 90 k pea MANPJ 0'-O' FIN. FLR 1 . ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN •:: ,.' ACCORDANCE WITH FBCR 2020 °`• q'• 1TH EDITION, SECTION R301.13 AND 1(P09.5.1. ti W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 5 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF 1 SCALE, 3/4'.1'-m' UNDERLAYMENT IN ACCORDANCE WITH FBCR SODA.) OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE 11 OR ASTM D486S TYPE III OR TYPE IV UNDERLAYMENT. JUN • 1441 N. RONALD REAGAN BL. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 ll a a0 sxmDrv. de ]LOT, ABBOTT PARK LOT# 38 BLK. 7 PROJROT# 04181.000-38071 MODE2i 3EAB "1504—ALLEX" GARAGE awsrrG: LEFT 1 PAGE: DETAILS 160 MPH ER. C Top, 2X6 Pt. • CENTER OF DOOR HEADER 64CWWD We (V 14, X B J-BOLT WV 4• MN EMBEDMENT WV 2' X 2' X VA' WASHER 4 Hit OR W (2) LW X W ANCHOR BOLTS WV 4' MN MIMM:tIEIR W/ 2' X 2' X VS' WASHER 4 NUT-7 01 1 V2' EMCEED, a' Or- 4' END DIET, 1 41 EDGE D16T. 2X6 GARAGE DOOR BUICK SECURED WV (5) V2• X W J-BOLT OR ANCHOR BOLTS, All 4' MN EMBEDMENT, WV 2- X 2• X V6' WASHER 4 NUT. (0 WITHIN S' OF TOP, (1) WITHIN V OF THE OTM, ® (3)mVENLY SPACED. El 1®r NOTE& ALL ANCHORS SMALL OE N ACOORDANICE TO MANFACTUER'S NSTALLATICN INSTRUCTIONS WHERE SUCH INSTRUCTIONS AM MOTE STIRN6ENT GARAGE DOOR MUCK ATTACHMENT 22 I CXII. H .r r v 6 a V2' DRYILL4LL P.T. NA DOOR " P.T. OR 5/4'X4• MN SECURE THRU FRAME 4 EXTEND I-V4' NTO ILER BLOCK WV 3M.' TAPCONS CAS MN SHMK SUE J45 MN HEAD 612E 90S MN EPOEDt-7 I-V4' WITHIN S' OF EACH ETD JAMOR WINDOW 4 IS' Oa MAX SPACM ATTACH TO 2X PER M AN FACTRE& DETAL6, NOTE, SWIM A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3/4" OR +5/4" TO BLACK +3 4" OR +6 4" A l/D4D01I 2)(4, 0111 SECURE TO BLOM WV 3AW TAF (Q" MN SHANK 617E 345 MN HEAD SIZE AM MN EMBEDMENT I V4'2 W THN S• OF EACH END 4 W Or -MAX 6PACNG. 2X6,SEGUE TO BLOCK WK2) 3/W' TAPCONS MN K SHMSIZE 30 MN HEAD SUE900 MN 611MMX ENT 1 V4') S' aMAJ WITHIN S' OF EACH END 4 l' OL. MAX SPACING. V2' DRYWALL 2X& 1� I'X4' SEGUE TO BLOCK P.t. NAILER WK2) 3/16' TAPCONS DOOR ClbNG MN SWANK 612E J45 MN 1ZE -300HEAD 600 MN E'bIDMPNT 1 V4') UAT14N W OF EACH END 4 IS' Or-MAXDOOR SPACMIM JAMBWINDOWOWINDOW ATTACH TO 2X PER MANUFACTURES,MANUFACTURES, DETAILS. NOTE, SWIM A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +1 1/2" r. jwwDOIL TO BLACK +1 1/2' 2X4. SECURE TO BLOCK WV W*' TAPO" MN 61 ANK 612E J4S MN HEAD 61ZE AW MN EMISEDFINf 1 1/49 WITHIN S' OF EACH ETD 4 10• Or- MAX 6PACNG. 2X6, SECURn TO BLOCK WK2) SAW TAPC" MN GWANC 612E J4S MN HEAD 612R• 300 MN EMBEDMENT I V4') WTHM 6' OF EACH END S• CHU 4 N' OL. MAX SPACNCa V1' DRYWALL ❑ SEGUE TO BLOCK 1�44' WV(2) 3AW TAPO" P.T. NAILER MN SNEAK M J4S TAG' OAB. X W MN MN HEAD 610 1144 MN EMBEDMENTV4') DOOR CASM WITHIN S' OF ED 4 W Oa MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE, SHM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED 1149 DOOR JAMB TO BLOCK +1 15/16" C 1LB'1D01► TO B +1 16 16" 2X4. m SECURE TO BLOCK WV 3/16• TAPCONS MN SWANK SIZE J45 MN HEAD SIZE 39W MN EMBEDMENT 1 V41) WITHN S' OF EACH END 4 w Cr_ MAX 6PACNG. NOTE, STRUCTURAL 2X MUST BE 2x6, ® ON OUTSIDE 4 6ECUIED SECUE TO BLOCK THROUGH NON-STRUCTURAL WK2) 3K' TAFCON6 3A6' TAF=N MN I-V4• MN SHANK SIZE 30 EMBEDMENT INTO BLOCK MN HEAD SIZE 300 MN EMBEDMENT 1 V41) WITHIN W OF EACH END S' CMJ 4 IS' Orl MAX SPACING. V2' DRYWALL OEM ❑ 6EaRn TO BLOCK SEC2XlIk RET M,X4, WYY2) 3K• TANGOING P.T. NAILER MN SWAWc SIZE J45 DOOR CASING MN HP.AD SIZE A" MN EMBEDMENT 1 V4') WITHIN S' OF EACH BAD 4 IS' OC. MAX 6PACN& DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAIL6. NOTE. SWIM A6 NEEDED TO PLUM JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +2 1/4" /:,11IIH)DOl1 TO BLOCK +E 1/4` a, 2X4. m SECURE TO BLOCK WV3/16' TAPC," (MIN, 6HMK 61ZE .Wb MN. HEAD SIZE 300 MN EMBEDMENT 1 V49 WITHIN W OF EACH END4 r' 0= MAX SPACING. 2X6. SECURE TO BLOCK W K2) 3A6' TAPCON6 MN SWANK SIZE J46 MN HEAD SIZE 330E MN EMBEDMENT ENT 1 V49 WITHIN S' OF EACH END S' CM U 4 O' OJ:. MAX 6PAC61ff� V2' DRYWALL 2X& m 6ECUn TO BLOCK I'X4' uIK2) 3/16' TANGOING P.T. NAILER (MR SHANK SIZE J46 DOOR CASNG MN HEAD SIZE !OO MN EMBEDMENT 1 V4') WITHIN S' OF EACH ED 4 v OG. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFAGTJES DETAILS, NOTE, 614111 AS NEEDED TO PURE JAMB (DO NOT EXCEED ED V4•) DOOR JAMB TO BLOCK +3" O3rt WI Tn RTnrTT +s" 2X4, m SECURE TO BLOCK W/ 3AW TAPCON6 MN SWANK SIZE J45 MN HEAD 61ZE .30E MN EMBEDMENT I V49 WITF4N S' OP EACH END 4 W O.C. MAX 6PACH& NOTE. STRUCTURAL 2X MINT BB 2X6, m ON OUTSIDE 4 SECURED SEGUE TO BLOCK THROUGH NON-STRUCTURAL UW(2) 3A6' TAPCONb WW' TAPCON MN 1414' MN SHAW SIZE .146 BMA INTO BLOCK MN HEAD SIZE 3" MN EMBEDMENT I V47 S' CMEU WITHIN S' OF EACH END 4 IS' OG. MAX SPACING. r- V2' DRYWALL 2X& m I'X4' SECURE TO BLOCK Li P.T. NAILER WK2) NAW TAPCON6 DOD! CASING MN GNAW W 61ZE .H6 MN HEAD SIZE 3-000 MN EMBEDMENT 1 V49 2ND 2X SECURE TO 67RUCTURAL WITHIN S' OF EACH END MEMBER WY(2A2d WITHIN S' 4 W OC. MAX OF EACH DO 4 W TO S' OC. MAX ePACNa DOOR JAI'S OR WINDOW ATTACH TO 2X PEER NOTE. SWIM AS NEEDED TO PLUMB MANFACT JIM DETAILS. JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3" OmnmoT1 T(M RTnr1r +a• 2X4. m SECURE TO BLOCK W/ IW TANGOING MN SWANK 61ZE 30 MIN HEAD SIZE 300 MN BMBEDSNT 1 V41) WTHN S' OF EACH END 4 10' OG. MAX SPACING. 2X6. m SECURE TO BLOCK WK2) V4' TAPCONS MN ORAIK 61ZE J46 MN HEAD SM 300 MN EMBEDMENT I V47 WITHIN S' OF EACH END 4 W O.O. MAX SPACING,. 2XS. 6EC1#E TO BLOCK WK2) VW TAPCONS MN 614MK SIZE J45 MN HEAD SIZE JIOO MN EMBEDMENT I V49 WITHIN W OF EACH END 4 W C.C. MAX SPACM S' CMW V2' DRYWALL MAW P.T. NAILER 1A6' CAM X 4' MN DOOR CASNG DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES, DETAILS. NOTE. 641M AS HEEDED TO PLUMB JAMB (DO NOT EXCEL 1149 DOOR JAMB TO BLOCK +3 7/16" r"LwR 011 TO HIACK +3 7/16" 2X4. m SECURE TO BLOOD WV VW TAPCONS MN SWANK SIZE J46 MN HEAD SIZE J100 MN EMBEDMENT i V49 WITHIN S' OF EACH END 4 10' OJ:. MAX 6PACNG. 2X6. m 6E0RE TO BLOCK W02) V4' TAFCONS MN SHWMK SIZE J46 MN HEAD 617E 300 MN E'BEDMON. 1 VW) WITHIN S' OP EACH END 4 W OC. MAX SPACING. 2X& amain TO BLOCK W92)V4• TAPO" MN SHANK SIZE J45 MN BRAD SIZE J100 MN EBEDMENT I V49 WITHIN S' OF EACH END 4 W O.C. MAX SPACINA NMSTRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED TNIOIYNI NON-6TRJCTURN- W*' TAPCON MN I-V4' EBEDMENT INTO OLD= I_11 S'CMU LW DRYWALL ElI'X4 P.T. NAILER P P.T.X 4' MIN. 1I�JI� r DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTMC6 DETAILS. NOTE, SWIM AS NEEDED TO PLU'M6 JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3 3/4" r-M� � W TO BLOCK +3 3/4" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774.4078 www.abdesigngroup.mm L AA #: 0003325 i will L La BXMDIV. Z LOT: ABBOTT PARK LOT# 38 BLK 7 PROJECT* 04181.000-38071 MODEL: 3EAB "1504-AU,EX" GARAGE BVM90: LEFT PAGE: DETAILS 160 H E . C DA E: 06/14/21 SCALE: 1/4"=1'-O" SiM MT D2 INSTALL PAOMM M /CLIPS; STRAPS, STAl"i AS APPROVED DUILOW gAtAP REQU PFRD TO $1152M !FALL BE LAPPED A MINIMUM OF PIPE/ WIRE TO "toll D S' a VERTICAL LAPS (ROLL 9lDS) 4 •' • NOR IZON1'AL LAPS. 6b7UP..co t11NYER ' ALL 1111111" NEED TO BE TAPED LATH VERTICAL LAP TO BE P WITH FORNBER SFIATHNC TAPE UF6 LAYER 9. PORTPMM / BMLDNM PAPER PREFOR!'ED CONTROL JOINT / i \ C3 COAT c!mma / \ METAL LATH FLANW OF CONTROL JOINTS T i'xe' SELF-ADHERNQr MEMBRANE ME WIRED TIED TO LATH • S• \ RM LAYER 4, POR WISER GILF-A s OVER 4'x4' Or- MAX (VERTJ. NOTE, DO BUILOW4 PAPER / \ FLASH OVER APPROVED NOT FASTEN CONTROL JOINT TO / r nN. I.AP a rw*AL LATH \ a- L EVEN P STD EXISTS DNS TO EXTEND ONTO PIPE 1441 N. RONALD RFL 327 BLVD. BEYOND EXCEPT STAPLES UV APPROVED METAL LATH LONGW07-7 4- 0 760 ii' LM MAY ME USED TO TEMP FASTENED wT' (VERTJ O.C. MAX *17�PH: 407-7745076 SECUIE C40myo L JOINT AT SUPPORTS r " x X X I 4�ANiN6 APPROvm DURING INSTALLATION �� ITr�— — Nam ~. www.abdessigng�7com FAbtENEM TO BEM STIir �Y-00 WIw4YER r FETAL LATH PLA111IIw16 TO EXTEND ONTO PIPE AA M: 0003326 • l' OG. NUJ( VERTICALLY wow 81-EATHM6 'li' WIm LAYER 9, 1' THICK 9 COAT CEMENT CONT. DEAD A SEALANT I STUCCO WRAP,I APPROVEDAIR � METAPLASTER L LATH TLL TION ROARER / UM LAYER -2. PORI FIBER WPM LAYER 4, PORTTFIBER BUILDING PPAMP ELASTOMERIC COATING OVER STUCCO/ IBUILDW4 PAPER / I/ um LAYER h, STUCCO WIMP ay. PNISH (SEE TTT WALL SECTION) aAP nx LATH IINALL ME Ct.71ii9.110VSNOT v To w a• W e' UbOD SHEATHING Qti•*IMI PER SECTION ]L�SC.L�v�• THROW1114 CONTRA. \ Exterior we of Portland cemmrt paper JOKM BUT GHAL1 M STOPPED AND shall comply with the appiralwn reduiremeraa of ASTM C 9261Sb. TIED AT EACH SIDE PER ASTM CIOS3 PAOI�DE 2X4 ELOCKEIG nel un+ \ PLACED RAT MAX..' TO w' FROM CONTROL JOINT WHEN CONTROL JONT FALLS ON t Zr L , 4' b.4R ALL CAF Imallation of exterior lathing aM fmmirg eh with ASTM C 106319a, ASTM 1787. STRUCTURAL STUD 2 FMTTMMM FOR LATH TO M NAILS ORS _ STAPLES N COMPLIANCE v ASTM C1063 r 2. WIRE TIES TO BE (NO. N) 0.1041111100 i SCA,LEr I V1•.r_O• A ELOOKINCs SFIOM MAY BE N ADDITION STUDS \ 6 TO UAAI.L REQUIRED PER PLAN VERTICAL LATH .t 4'x4' SELF-ADHERNG MEMBRANE FLASHIM (COMPATIBLE IW HOLE q. OVM APPROVED EHO"RIAL WtC4P. aPROVED MATERIAL) UKAP. ti WOOD SHEATHING Oo ww o e ® L IOLm eww o• rt. A l OR d'9U sateAew.rt.w 1GT'w'w'e�'° ,,, --WRB LAYER 01, L CRNAew • Fr. c STUCCO WRAP (FRAME ONLY) I CIlAN a PI. C 4.It" FL C OVIOa Pr. 0 T" Fr. C TOUCNm x worm" RINe. ® a' THICK, 3 COAT CEMENT PLASTER (FRAME), VYCOAT LEGEND CEMENT PLASTER (CM)) �• '" ', METAL LATH (FRAME ONLY) LAP WRB t TAPE OVER DRAINAGE PLANE (WRB rT � ROOLWALL SCREED Rom++• w,,a,M„r LAYER #1, STUCCO WRAP) OAL P". 02 mm cm. i'THICK 3COATCO-ENR ? S'XS' 'L' TYPE CONTINUOUS WRB LAYER "2 IFORTIFIBER — — — — — — � ram: COAT L z GALV. METAL FLASHIN51 (NAIL TO ROOF DECK, NOT BUILDING PAPER) uRe LAYER 9• PO1arRI M WALL SHEATHING) OIIp.DM(G PAPBt nRYw won UMLAYER -1, CAP SHINGLE - DO NOT NAIL, METAL LATH X—X—X—X ^'r{f�• °°Or'*ANwm'L•) INSTALL WITH ROOF CEMENT A:10- WIN q bLL 1J 6pg' A yQS� a 14 @ y 9LTSDM S. TAT ABBOTT PARK LOT# 38 BLK. 7 PROJECT* 04181.000-38071 MODEL: 3EAB "1504-ALLEX" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EA. C W '� LAP LAYRae OP N" M RAP Y .?Y; ovwR rUILFM ILM1a1C �TCP �OL 41. G "•• cm AIy mill" on STUCCO22. ' �� RooF CEMENT WOOD OR-1/1611 ZIP WALL Ibi tl141.1. PLA& tl y ROOF PER ELEVATIONS SHEATHINCz O ''� SELF-ADHESIVE FLASHING 2. NOTE JEAF METAL LATH: LATH TO BE PER SECTION !/L "MR TWIT KCAL mm on NHALL«lo��r � °mi R7m3.-1.1 / ASTM C-B41-14a, MIN. 2.5 L55. P 08 14 21 DATE: / / tlllelelw Rxx►M A .. woaP . mRP �w.r Or11w.IP )'. PER SQ. YARD (UTILITY OR NOMINAL 81CAI.E:1/4"=1'-0" RIXfISOVPMLAII ,,,d,,, I'IJTM w OL. "A,< '"""""`"'"`�" „ NN L FLASHING LATH DOES NOT MEET SPECIFICATIONS) 9I�ET N.Ts. W I1 INSTALL W SELF -ADHERING MEh�RANE FLASHING OVER STUCCO TOP, SIDES) AND BOTTOM FINISH FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. W SELF ADHESIVE WOOD CONSTRUCTION SEOJJENICE of FLASHINS, TO BE, OVER TOP 4 SIDES i L BOTTOM, 2. SIDES, 3. TOP '; X: VENT CAP IS TO BE SET IN BED SELF WOOD SHEATHING k' OF SEALANT AT TOP AND " SIDES ONLY, SEALANT IS TO BE FLASHING SIDES LAYER h, TOOLED So AS TO DEFLECT UNIT STUCCO WRAP WATER AWAY FROM JOINTS. 1441 N. RONALD REAGAN BLVD. X. E-Z DEAD ALL AROUND VPREMANUF. DRYER LONGWOOD, FL 32750 VENT -APPLY SEALANT ALL VENT CAP (SET IN WRB LAYER #2FORTIFIE3ER PH: 407-774-6078 I JOINTS AND WERSECTIONS , CONT. SEALANT) FAX 407-7744078 r APPLY SEALANT AT PERIMETER OF BUILDING PAPER www.abdesigngroup.com BACKER ROD NON -MOVABLE FRAME AND STUCCO AA #: 0003325 O�l ' 4I�LS, YCAULKING . JoiNT I I SEALANT • TOP 4 SIDES J' THICK, 3 COAT CEMENT WOOD "ATHW. I I PER SECTION Rn&7 PLASTER 41RD LAYER M, I E1dwW MNno NUd MSSleliw:�Kv STUCCO WRAP BACKER ROD I I Exterior use of portland cement plaster shall. comply with the application 6B DRYER VENT (BLOCK) LAYER P, FORTPIBER D111LD ER 7x, requrements of ASTM C 926-18b. r IEEPSCREEDWALL s� LATH METAL LATH 1 Installation of exterior lathing and framing CONSTRUCTION shall comply with ASTM C 1063-19a, 7c' or ASTM 1787. I b' SELF-ADHESIVE FASTM To uIOOD STRIICnAAL MB"DER . r on MAX LAYER . {` FLASHING e' cru STUCCO STUCCO WRAP P HOODED VENT BUILDING PAPER WOOD FRAMED ji' TO 11' MID-aIALL J' THICK, 3 COAT CEMENT OVER FLASH' r — — — WALL ueEP ScwEED PLASTER E METAL LATH HORIZONTAL WEEP SCREED FRAME TO FRAME WRB LAYER n, FORTPIBER BUILDING PAPER PIPE THROUGH i WALL r' WIDE STRIP SELF WOOD SHEATHMG I� MAA60N Y ��APPLYING I T T ♦ 1 1 \ -1,-TF.XTtP.D ' :•4=: SHEATHING M MEPIMANE'-' FLASHING UIOOp — OVER BOX AND OVER 61 IUDE STRIP SELF APPROVED WRIS ADHESIVE FLASHING, CLEM I LAYER M MASONRY DePOR£Af°PLYING STEF 01 STEF #2 : FLASHING � ELEC. METER FIEL I _ STOWVERIFY vNeallitSCRATCH AT OVER SCRA rA LOCATION ELEC. METER FIELD VERIFY LOCATION APPROVED HoueEuAP WRS LAYER M BELOW STUCCO WRAP HORIZONTAL WEEP SCREED 7 APPLY STUCCO SCRATCH COAT AND ONE ll) LAYER OF PAINT 10 TO INSTA I C. PR R NG LL ELE Off SUCH NO I TRANS ENTERS BO a APPLY SO MIN GRADE 'D' FELT OVER — 10 gE�_ADR, MEMBRANE FLASHINCs W STONE ER METER APPLY TO FACE SELF-ADHERMG FRAME TO BLOCK EDGE i FLASHING OVER CAVITY TO BE FILLED WITH RIGID POLYMERIC APROVED HOUBEWRAPWRAP ISOCYANOTE-POLYBLEND FOAM WAS LAYER .2, FORTIFIDER LEGEND ('GREAT STUFF' OR SIMILAR) BUILDING PAPER APPLY A SILICON STEP #3 STEF # DRAINAGE PLANE (U*45 BASLANT AT POINT LAYER 01 STUCCO WRAP)A TTHATELECWIRE PENETRATES r V evsarv. & LOT: ABBOTT PARK LOT# 38 BLK 7 Pii3OJECT# 04181.000-38071 KODELc 3EAB r, r 1504— AUD GARAGE OWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXUP. C TMCs�OVER WRB LAYER 02 (FORTIFIBER — • — • — - — — COA BUILDING PAPER) AREA TO RECEIVE STUCCO SCRATCH COAT APPLY E-z BEAD �. . STUCCO/ C.V. FINISH (SEE TYPICAL WALL METAL LATH x—x—x—x t 1 COAT OF PAINT W/BAGK- OVER bm MIN '°'°'°,° a: sEcnoN� ROLL PRIOR TO GRADE 'D' FELT -PROVIDE METAL LATH J 1 STUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH SEALANT AT ALL WOOD OR 1/16" ZIP WALL ® GOAT LARGER THAN THE ELEC. METER CAN OR METER CAN JOINTS AND INTERSECTIONS SHEATHING COMBO OR METER CAN AND NWO Al SELF-ADHESIVE FLASHING — — — — — DISCONNECT ROrr DATE: 06/14/21 NOTE: METAL LATH: LATH TO BE PER SECTION O ELECTRICAL CONDUIT 8 STEP *� ST D' #� SCALE:1/4°=1'-0" R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PENETRATION SEI=T PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) O ELECTRICAL RECEPTACLE WA2 WOOD BHEATHI Dcf. WOOD PROD WRB LAYER h, SUD-PLOOR COLUMN 06ATWMG STUCCO WRAP WEATHER RESISTIVE WOOD WRIS LAYER 42, FORTPIBER PRE-@19'D TRIIS6 BARRIER 61 CONSTRUCTION BUILDING PAPER WFATHER 34• HAT CHANNEL THICK, 3 COAT CEMENT pq��Wt -1 BASER RESISTIVE TYPE 'X' DRYWALL PLASTER WEATHER RESISTIVE _ 6' SAP. • TOP OF WEEP SCREED 6' SAE. \ TO SHF-AT14M BEHIND WEEP SCREED ��CK3 COAT r RIES PEEL 1 STICK WOOD SHEATHING �`� 4• POSITIVE DRAM FULL ' EMBEDDED G METAL LATH FULL? Eh16EDDED 144 TOP O1 N. RONALD REAGAN BLVD. �` WEF_P SCREEQ WOOD SMAT14M6 M ROOF CST LONGWOOD, FL32780 WRB LAYER 1, / `� 1 V X 3' 26 GA. GAILY. PH: 407-774-6078 STUCCO WRAP , - \` SET IN f RI BED OFF EDGE FAX: 407-7744078 i' THICK, 3 COAT CEMENT Y4 GAP FOR BACKER www.abdesigngroup.com ` EXTERIOR GRADE SEALANT,)r MIN. PLASTER _ �� 6' SELF-ADHEREING DRY WALL ROD /SEALANT s SPACE FROM DRIP AA #: 0003325 AM66-WF- ` WRAPPED FACE TO TREX WEATHER RESISTIVE PLASNI ' a• POSrcIVE DRAM � , � •• AF WEE SCREED i' THIdC a coat CEMENT YMYL CASING BEAD - S BARRIER h t0 84EATHMG BELOW WEEP ee3em PLe,STIOR WEATHER j b=-ce7RtR.OBB2. WATER PRO(.fNG kt •: BARRIER RESISTIVE4 WRB � LAYER , NO naP M r l.n CEAQ LAYER (2 LAYEREE PL %;. EXTERIOR COLUMN (SHOWNs„)Gc0 WRAP (SHOWNFOR CLAwrIurlCN OF LEGEND �,.:. •i �, '� SEPARATE AOCESSORE6 CNLY) 1 STICK) . w 'a.w"� COLUI'M SHEATHING '-' WRB LAYER t2, FORTI eaR BUILDMG PAPER PEEL 1 STI 6' S.".m I 116'x3' V FLASHNG DRAINAGE PLANE (WR5 FULLY EMBEDDED IN _ SUB a O°R ROOF err LAYER *1, STUCCO WRAP) b' SELF-ADHEREWJG WRB LAYER ^, i F ASH ER OWA AF CPPED VER I V X 3' 26 GA GALV. STUCCO WRAP �v METAL DRIP EDGE WR5 LAYER 02 (FORTIFI5ER — - — - — - — — AMIQ AM66-WRAC-'ISm ° 4' POSMVE DRAIN I JQx11S P.T. OR SMULATED SET M FULL BED OF �,aTOM BRA 1 Y ; wEEPW ED ANTILEVER DRIP SEALANTJJ'MM p )TILLER BUILDING PAPER) SPACE FROM DRIP AYLTTRE ---___--- EDGE Y4 SE GAP FOR ALANT CONTINUOUS YINYL CA&W. BRAD METAL LATH x—x—x—x NO GAP M FIELD OPT. BACKER ROD. WATER PROOFING lot (SHOWN FOR CLARIFICATION OF 3' x 9• 26 GA GALV. MODIFIED w LAYER (2 LAYER PEEL 1 SEPARATE ACCESSORIES ONLY) FPEEL STI= J LAYER METAL DRIP EDGE 3/4 RESILIENT 8� WRAPFIM FROM STUCCO KY DECK To CASING BEAD 6' PEEL I RANT V MMk VINFULL BED OF FYLLTCA8� 1 6�BLEAD CANTILEVERWOOD OR �/16' ZIP WALL ® rr' STICC • DRIP i' THICK, 3 COAT CEMENT V Rim, DTL. CAN 10A SCALE, I,�•",,_m. DEcGErc FACE To TWX PLAS TER SHEATHING S/8' TYPE 'X' DRRYUTALL METAL LATH W/TEXTURED 1 PAINTED j WOOD SHEATHI,Ks SELF-ADHESIVE FLASHING — — — — — Y4 GAP FOR BACKER FINISH NOTE: 14 P.T. OR SIMULATED ROO 1 SEALANT VPOSITIVE DRAM METAL LATH: LATH TO 5E PER SECTION' ulooD (rREx)FILLL'R i' THICK, 9 COAT CEMENT WEEP full CONTINUOUS VINYL CdSMG BEAD PL'48TER AP M FIELD -t y Q WATER PROOFING W WEATHER RE618TIVE VINYL CORNER BEAD (SWOJN FOR CLARIFICATION OF fn R103. 1.1 / ASTM C-S4 1 - 14a, MIN. 2.5 LV5. LAYER (2 LAYER PEEL BARRIER yI1d1 L CASING BE4D SEPARATE ACCESSORIES ONLY) W STICK) wRAPrED FROM PER SQ. YARD (UTILITY OR NOMINAL BALCONY TO WEATHER VE CANTILEVER' BALCONY DRIP O LATH DOES NOT MEET SPECIFICATIONS) TICKS Dames 11C EDGE INSTALLATION ® COLUMND1w EDGE = Sue FLOOR EXTEND E OVER DRIP (W/" L" FLASHING) WOOD CONSTRUCTION ®® 3' X 3. 26 GA GALV. SCALE. NTS WOOD SHEATHINCs METAL DRIP EDGE SET M FILL BED OF BARRIER RESISTIVE IW OOD (TRID0 PiLLER. SPACE SPACE PRO MM SPACE FROM DRIP WRB LATER al, 9/4 RESILIENT WEAT1 ER RESISTIVE CONTNUOUS FACE TO IFW BEAD 2x FRAMING MEMBER STUCCO WRAP IT CHMNEL BARRIER 7 Y4 GAP FOR BACKE ROD 1 SEALANT WATER PROOFING lot i�THIm3 COAT CEMENT � WOOD SHEATHING VINYL CASING ESEdD FINISH LAYER (J LAYER LAYER (2 LAYER PEEL 1 STIdV WitnPPED PROM {) WR$ LAYER 7, FORTIFIBER ' GOAT CEh/FT1T PEEL 1 STICK) 3/4 RESILIENT BALCONY DECK To J IRA fBJ'�AQ BUILDING PAPER E i � R9 PLASTER HAT CFt4r1�EL CANTILEVER a COAT CEMQdt FASTENED TO SHEATHING a WRB LAYER MI, S/8' TYPE X. DRYWALL METAL LATH PL 81 .W.,-» C • r Or- MAX METAL LATH � STUCCO WRAP W/TEXTURED 1 PAINTED WOOD SHEATHING METAL LATH - fIN18THIF+ e/e' TYPE x' DRYutaLL WOOD SHEATHING RESISTIVE UM LAYER 41, THICK, 3 COAT CEMENT i WR5 LAYER 02, FORTIFISER COAT CEMENT (2) 2x12 HEADER WAVIXINAED 1 PANTED �T .R STUCCO WRAP PLASTER ; BUILDING PAPER PLASTER FMISN WEATHER RESISTIVE WOOD SHEATHING i' THICK 3 COAT CEMENT BARRIER 4 4• POSITIVE DRAM 6'SELF-ADHERING METAL LATH VINYL CORNER BEAD 4• POSITIVE DRAM WEEP SCREED PLASTER CORNER C♦aAD WEEP SCREED METAL LATH FLASHING ' VINYL J' THICK. 3 GOAT CEMENT VNYL CASING BEAD NO GAP M FIELD VINYL dEm ( FOR CLARIFICATION OF BUIILLDIMO LAYER, PER RTIFIBER ' (EW FOR PLASTER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CLARITY) 11D DRIP EDGE O SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION 14A ORNER BEAD ® FRAME DRIP CAP INSTALLATION WINDOW FLANGE UJRB L R w, Ii WOOD CONSTRUCITON STUCCta WRAP , U.EAT4$R RESISTIVE CORNER BEAD WRB LAYER "2, fORTIFIBER •'' auaarv. as Loll ABBOTT PARK LOT# 38 BLK. 7 PROJECT# 04181.000-38071 DLoDRrx 3EAB "1504—ALLEX" GARAGE 9jIl LEFT PAGE: WALL ASSEMBLY DETAILS %160 MPH E . C BARRIER M (FASTENER 4 SPACING 0 1' O.G.) BUILDING PAPER i RRER RESISTIVE :..-r.x.� - i _ METAL LATH VINYL CASING BEAD i' THICK 3 COAT CEMENT i PLASTER i' THICK 3 COAT CEMENT PLASTER 2 1 S/8' TYPE 'X' DRYWALL METAL LATH a. i W/TEXTURED / PANTED WOOD BF♦EATHMG FINISH 6'SELF-ADHERING i i' THICK, 3 COAT CEMENT HEADER/BEAM CMU FLASHING PLASTER .' 1/2' THICK, 2 COAT CEMENT '. VINYL CORNER BEAD VINYL CORP. 4• PLASTER APPLIED DRIP, CAP 93723 POSITIVE DRAIN wEEP acREED v DIRECTLY TO MASONRY RINT VINYL CASING BEAD NO GAP IN FIELD WINDOW FLANGE DA 06/14/21 (SHOWN FOR CLARIFICATION OF SCALE: 1/4"=V-0" SEPARATE ACCESSORIES ONLY) 14B CORNER BEAD ® BLOCK 15B CASING BEAD ® WINDOW 11 RIP EDGE INSTALLATION ( FRAME, NO BAND) e�ET WA3 THICK 3 COAT CEMENT y: GAP rrP LEGEND WOOD SHEATHING c� ��� !N�rAI�LR,arFl 1X TRIM MEMBER WRB LAYER N, m STUCCO TO STUCCO WRAP SIDING TRANSITION WRI3 LAYER 12, FORnFIWR DRAINAGE PLANE (WRB WOOD SHEATHING BUILDING: PAPER LAYER "I, STUCCO WRAP) SIDING WOOD SHEATHING UM LAYER 02, FORTIFIBER WRB LAYER *2 (FORTIFIBER — — — BUILDING PAPER Is WRB LAYER "I, WILDING PAPER) 1441 N. RONALD REAGAN BLVD. STUCCO WRAP METAL LATH X—x—X—x L PH:407D74607 sMETAL LATH FAX 407-7744078 WRB LAYER 9, 72 WRB LAYER N, STUCCO wwwAA #: 00332p.com THICK, 3 COAT CEMENT WRB LAYER 02, FORTIFIBER STUCCO WRAP S�0 WRAPAA #:0003326 PLASTER Eu i l l DING PAPER WOOD OR l/1 b'SELF-ADHERING CASING BEAD SHEATHING NG FLASHI` ; METAL LATH THICKb' SELF-ADHEREING SELF-ADHESIVE FLASHING , 3 COAT CEMENT — — — — VINYL ANGLED EXPLODED FLASHING OR PEEL 4 STICK CASING BEAD VIEW FOR PLASTER CLARITY) SIDING TO STUCCO 1 CASING BEAD ; ; -----------------------------------------------------------------�'-THICK, 3 --------- - GOAT - -- - - CEMENT - - ---- DRIP CAP `� (CROSS SECTION) SEALANT PLASTER ` WINDOW FLANGE STUCCO ER R4F +' ' METAL LATH VINYL ANGLED t W1DOD C4"T0LICTWN j I ASING BEAD WOOD SMATMI i } ''! : UB.41FlR I�l6NITIvE II �;i.. •,�•.; � WRB LAYER 02, IFIBER WINDOW FRAME i 13WILD)ING PA F R ,s . UFATHER M6,snve � WRB LAYER "2, FORTIP15ER METAL LATH �� !X'?IT 'LAP61DNd, � \ 6.8FLJ-ADHBRN*AL ; BUILDING PAPER ' I J' T141PLASR3 COAT CEMENT } ,,•'.. ; R,0 ,' ° f �\ j H�,1�6,6nve I E-Z BEAD VINYL CASING ' 6rateTeie6TbP ' \ I-F WNATFBe!RSISTIVE I(WIV FLEXIBLE PVC BACKER ROD) b'SELF-ADHERING �J I �°41Otl4�6' 814M FERIN6FLASHING �tLAeNxaoV. MAL GALVV ME G LR +ham6 DRIP CAP i 7w! RB LAYER 01, STUCCO WRAP, i W U6. At R RAPPED AROUND FRAMING MEMBER WINDOW FLANGE I I 0 CASING BEAD ® WINDOW ,' ` ` r'X6 I ' SELF ADHESIVE FLASHING x (FRAME, W/BAND) •' "'�`° "'"6� 2X FRAMING WOOD SHEATHING (15CF °R APRIIOVIED etl,°�`A"` ``,` ME"'R DETAIL BELOW EXPLODED SIDING TO STUCCO FOR CLARITY ® BLOCK TO FRAME -------------------------------------------- TRANSITION aysa:v ae LOT: 9------------------------------------- - - - - -- ----- ABBOTT PARK Y4' GAP TYP J' THICK, 3 COAT CEMENT LOT# 38 WOOD SHEATHINGS NOTE: ; CASING BEAD PLASTER `` BLK. "7 METAL LATH: LATH t0 BE PER SECTION SEALANT TO WINDOW METAL LATH PROJECTf Rim3.1.1 / ASTM C-S41-14a, MIN. 25 LENS. 04181.000-38071 METAL LATH I I i[OaR� PER SQ. YARD (UTILITY OR NOMINAL , LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER 62, FORTIFIBER WRB LAYER 01, I WINDOW FRAME BUILDING PAPER I „ 3EAB STUCCO WRAP WOOD SHEATHING I WOOD SHEATHING j aw1R5i►a� 1inao: WRB LAYER 02, FORTIFIBER WOW Q"TEL tION 6' 6eLr-ACHEItM I I LEFT BUILDINGS PAPER i WOOD fiFlATNM6' i WRB LAYER 01, ueAn+rJeeefiifirne PAGE: J' THICK, 3 COAT CEMENT STUCCO WRAP DAMMIN -1 X/ \ DDAAMON q TO LTMIER AP i � • I 11 LLEATAN Re616TNU 6' MN ABOVE TOP PLASTER ! DAMON a . � \\ OF Ir LmwN® i WALL WRB LAYER 02, FORT IFIBER Xxi�Y'�A som '� a VINYL ANGLED BUILDING PAPER 6,„n I � �ebTnE WRB LAYER 61, ASSEMBLY CASING BEAD H1N6 — \� , IMMTIVE i STUCCO WRAP I DETAILS VINYL CASING BEAD % METAL LATH 6TaRTe�e6naP �\ �� ' I I 160 MPH E THICK, 3 COAT CEMENT 1 •Z'M-A +M b' WIDE PEEL 4 STICK I (EXPLODED I I OVER FLANGE I ' VIEW FOR PLASTER I WINDOW FLANGE CLARITY) /� `'z�'L�� DAAiaoON 9 TO LAMP i � ui�uoo .6 ABOVE E-Z BEAD VINYL CASING I OF Zµ�"y'� I 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) E-z eEao v6nL ` ` 6 TM1 . dtMturR MEMBER APPLY FULL BED OF SEALANT BETWEEN txv% rLexroLe PNC i , 1 ; SAaQR ROD) • 6cLr-ADF[RIN6 `� 7 6' W.UlAD41MNS FLANGE t BUILDING WRAP CASING BEAD ® RAISED I` 1 nPP�ouvcseALANr `. BUILDING BAND (FRAME) T OR SAP 17 A ' ;;.. B'41tlTtlNEeR I�Q�616TIVE • ...RAP TIVe '- SCALE: 11/2' ■ I'-0' DA ON wm eA6a4e ------- -- -- -----------r----- — bEATHER ISe616Tlve ""MR a rr A Pve PRINT 08 14 21 BACKER DATN: I ® (DING FRAME OTTUCCO O FRAME "' 61 1 A E Z BEAD WINDOW CASING aCA�° 1'4"=1'-0" TRANSITION ax�aa• s WA4 CARS E SHOULD BE TAIO;N IN KEE SHORN IN 9' GALVANIZED ALIGNED. VENT PIPE IS SEALED IF UTILIZED. NWL IN PLACE USINGI-11 NAILSATEACHCORNER.ROOFINGCEMENT SHOULD BE AP PLIED TO ALL SHINGLE EDGES NEAR TIE OUTER EDGE AND AROUND THE ENTIRE PERIMETER AS NEOPRENE BOOT CUT OUTTEGOOSENE- VENT OPENING IN TE ROOF RECOMMENDED IN SEVERE WEATHER COASTAL SHEATIINO. SIZE—OPENINGINACCORMNCEwIT CONSTRUCTION ZONES. CHART SHO AN TIE EVENTA MEOANICALVENT FAN IE USED, SIZE THE VENT OPENING IN ACCORDANCE WITH VENT FAN MANUFACTURE'S PIPING OONIECTON INS1RUCTIONS. DO NOT CUT INTO TRUSSES OR RAFTERS VMENCURING TIE OPENING IN THE ROOF. RE� INTERFERING SHINGLE NAILS AROUND THE PERBETER OF THE OPENING SO TAT THE NAILING FLARE OF THE VENT LAYS FLAT TO THE ROOF SIEAT9NG. SLIDE ASPIAIT PLASTIC CEMENT TFE TOP AND SIDE FLANGES OF THE VENT UP AND UNDER MOLDED AROUND BASE - SHNGLES. ALLOW TIE BOTTOM VENT FLANGES TO LAY ON I PIPEANDOVERFUNOE THE TOP OF THE SHINGLES. e�o ROOF HOOD VENT DETAIL ETq Gum argil lacR L IE.41 FOLD N AT EXRTD PLAS" MN M DR.= aw. R2XIll" RANKS DO NOT $!AL BOTTOM M STEP 6 ALIGN PLA64M BY SR, EDGE OT PILL no. MlKIWaCALLT FMIM PANED � STAPI.p) WTALL CUPCHT RAW~ AS n PLUMBING VENT DETAILS imurqw- Do" K AI*" 1= DRP CAP ECTO-LLRAP EaIN) WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SGALrz: NTS STEP 9 M RI RME RAS14M OVEIE JOINT SS- WIDE VALLEY FLASHNG 50F OR HEAVIER FELT UNDERLAYMENT II ASPIALT ROOFING CEMENT NO FASTNERS WITHN S' OF CENTERLINE -EXTRA SH—EFS IN OF BHINGLE END EXTEND END SHNgE — ATLEAET IT BEYOND VALLEY CENTERLINE —' DUPPED OFF DEGREES �S.NDLES TRIMMED 2' 94CI( — FROM VALLEY CENTERLINE ROOF VALLEY DETAIL APPLY 06I HTU (O RG"oAL) SEALANT . FLUID APPLSD KA0IN6 (LANCO W$TE-SEAL RC-N OR na"Ld $LOPE GILL TO Ex L I�T�ML TIE COMAWOM REaPONSINLTY TO VERPY THE COMPATENLITY OR ALL PICDUCTS NCLUDNS MOIMEW64r. SEALANTS B OW -AD ERM Pi.MNNIS KATEEA LG USED CURN6 CONSTR= ML . INSTALL ALL MATML4L0 FM MAVSrACTUIeIm WSITTEI spwrrATIONS SEA -4CM MAY REACT ADYE111EL7 P NOT CLEAN AND REAL JAMS TO BILL JOINTB WITH DOW He% FOLL0I11M6 COMPLETION OF EXTERIOR M. 17 wow REPAIR GCFEME SHOUM SHALL HE "NM IENTED AT ALL WMDOWD WITH EVIDENCE OF WATER WRIMION EIELOW THE WMDOW 01-ENM6 REAL MrerooR F'ERp"STER OF wMDau WITH SEALANT Nam, L IT 16 TIE CONTACTORS RSSPQMEILTY TO VM- flE COMPATIINLRY C► ALL PRODUCTS INCLUDN6 SEA1LAl'ITS / SE.F-ACM06 PLASNNO MIATMALS USED DURNS CONSTRIL?IGL 2. RASPING AT EXTRObM W 00M AND DOOR OPENINSS SNN.L rE NaTALLED N ACCORDANCE WTH KANIPAGTURIM NSTALLATION NSTRJCTIOME AND APPROVED METHOD U OR RIC WWSA U N ACCCMANCE WTH MNEaTRATON MMSJRAG'IUeIY SMTALLATION AND ILASFIM wTRICTICw& SISONN& $EALMITS MAY REACT ADVERSELY SI NOT COMPATH!" WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE NM 1441 N. ROARED REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774�4078 www.abdesigngroup.com AA IY: 0003325 )^ yV y t y aysaiv 1� LOT: ABBOTT PARK LOT# 38 BLK. 7 PROJECT* 04181.000-38071 MODE1.9 3EAB "1504—ALLEX" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH A. C 17 SCALE: 1/4"=1'-0" SIMET WA5 I I I I 1 1 1 \ \ —2x6 SUB-BANb W/1'x4' NOTCH END, WRAPPED IN iv PEEL < STICK METAL FASCIA WRAP DRIP EDGE !P\ 1\ '1/8' TEXTURED I FINISH a WOOD I \\ 2X& SM EiAHD In' TEXTURED \ "� - FINISH a CMU / �\ METAL FASCIA \\ 1/8, TEXTURED FINISH • WOOD. 1/2' TEXTURED FINISH • cm MENTAL LATH {• '�—WOOD SHEATHING OR cm WRIS LAYER'(, STUCCO WRAP(FRAME ONLY) WRIS LAYER 02, FORTIFISER EBUILDIHG PAF'ER (FRAME ONLY) WRAP Ye' FROM \ ©�L,,4N B STUCCO, 1' FROM �\ WOOD WALL \ \ / \lo EXTERIOR WALL \ tee\ (FRAME OR CMU) �\ NOTE: NOTCH FOR 2X6 \ SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY \ ROOF DECK(BEYOND) `\ DRIP EDGE, 1' OFF WALL (NOT INTO STUCCO) DRIP EDGE METAL KICK OUT ' 1/8' TEXTURED FINISH ` 1 / WOOD, 1/2' TEXTURED FINISH ® CMU / / 2x6 SUB -BAND W/I'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK —)ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®FLAN A PRE-ENG'D TRUSS TO BE CUT 0 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-S' O.C. MAX. 2x SUB -BAND W/I�'x4' NOTCH + END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W/KICK—OUT ►ME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN.)4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY kME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN, Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGA]IBLVD LONGWOOD, FL 327PH: 407-774807FAX: 407-774407www.abdesigngroup. AA #: 0. 2. c �Y E u'al)m Z LOT: ABBOTT PARK LOT# 38 BLK. 7 PlMOJ=T# 04181.000-38071 MODET.4 3EAB "1504—ALLEX" GARAGE 9WING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. 17 DAT]� 06/14/21 BCALIM 1/4"=l'-0" Ill IimMTT dV A6 FOUNDATION NOTES SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W 1..1.4 OVER GENERAL 3 1/7' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3U' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 8" - (1 s (-)0'-4" TE-2 12' SEE PLAN 10" - ( s (+Ky.0'• FM-12x18 12, CONTINUOUS 18" - (2) 's (+Hp.O• FMC-12x18 12' CONTINUOUS 18" - (2) #5's VARIES Ft-24x24 24" 24" 12' (2) #5's v FM- 12X18 IIIIIIIII FM.12X18 y _l — — — — F M -12 X 18 — — — — — — — — — — — (! SLOPE 1/8":b e c EXTEND 3 1/2" SLAB 11/Y' t§`•' I o i51 PER FT. 3 i/2" .. m TOP OF �L SLAB a o `-----_ ml X ILL FM-12X18 b p v q N 44'-10" 12'-10" 'r 4" CONC. SLAB tv TE-2 — 3 SLOPE 1/8" o '4� P SLAB F - FMC-12X18 I 11/T' i g Y,-5 4 - I ' I 4" PVC -'JCHASE-,,,,: FM-12X18,� N 1 -SLOPE 1 1A �I 1. OG 6 I am-0,� I N to , 4 9 20'-8„ * 7 112zo I I s I 1A q I A0'FT FM•12X18 J FMC-12X19 m 4" CONC.—/ I T-4" O.C. MAX SLAB TYP. U.N.O. FOUNDATION PLAN SCALE: 1/4 = V-0" 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE+-V-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NAVD, 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 112" 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.OINDICATES #5 BAR, BINDICATES #6 BARANDICATES 97 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", #6.36'1, 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 40ZW2-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH:407.774-6078 FAX: 407-774.4078 www.abdesigngroup.com L AA #: 0003325 r S stmnm & LOT: ABBOTT PARK LOT# 38 BLK 7 PROJECT 04181.00 -38071 MODEL 3EAB "1504-AL=' GARAGE 8WING: LEFT PAGE: FOUNDATION PLAN 160 JMPH EXP. BCAL C: 1/4"=1'-0" MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED i STEEL REINFORCING IN GROUTED — j(r1 •", CELL SEE PLAN FOR SIZE AND s _ CELL SEE PLAN FOR SIZE AND °•�° �1" �' SPACING REQUIREMENTS SPACING REQUIREMENTS o��• GARAGE DOOR a ay °-�' RECESS p `� • FM w o� b 8"CMU WALL � 6"CMU WALL .. � CORNER BARS, SAME SIZE AS LARGER BAR B' a IN FOUNDATION WITH 30" LEG EACH m w WAY AT ALL CHANGES IN DIRECTIONS •vl TOP OF .10 TOP OF SLAB I ... SO THAT THE STEEL REINF. IS CONTINUOUS . ..Y - -+I.�-+-�-i •may—+. •'•I MATCH AMOUNT OF CONTINUOUS BARS CURB FOR i ..f - ,•. a EXT. PORCH SLAB ^ W/ 1/2" ISOLATION SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4" CHAMFER (1-STORY) 18' .' ."" . EXT. PORCH SLAB Il -VARIES SEE SLAB SCHEDULE TOP OF GARAGE 4"CHAMFER (1-STORY) I•I'• I� '" P. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY N/ UNITS SET �,p AT ELEV. JOINT (WHERE , "1 6"CHAMFER (2STORY) #4 24" W/ 1/2" ISOLATION , . 6' CHAMFER (2-STORY) pip APPLICABLE) i SEE SCHEDULE #5 30" JOINT (WHERE T�: APPLICABLE a- ) SEESCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR MD, BAR SIZE „ AND BAR QUANTITY f FOR WAD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST & AND BAR QUANTTY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 47' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:3/4'=1'-0' , 6QALE:3/4'=,'�' GARAGE CORNER BARS DETAIL 3 DOOR OPENING 4 SCALE: 3/4"=1'-0' SCALE: 3/4"=1'-0" (1) #5 REBAR VERTICALLY W/ CONIC. POURED CELL LAP TOP PLATE A MIN. OF 48' 5 8" CMU AND NAIL W/ 16d COMMON O N NAILS, 2-ROWS, 4" O/C BTM. HEIGHT a m 5 #4 REBAR �24" O.C. CENTER OF OF WALL PLAN LAP TO OCCUR OVER STUD OF WAW/ � SLAB 2X4 OR 2x6 WOOD BEARING PROVIDE BLOCKING i rc a ° WALL W/ SYP P No 2 STUDS SEE PLANS FOR I I NEW REINF. BAR SECURE BT. PLATE TO SLAB W/ SPACING. Sit, TM. PLATE 1/2'k9" WEDGE ANCHOR W/ 2' ' o m SECURED W/ 2- PART EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP PLATE WASHER SET IN HIGH STRENGTH EPDXY 5-1/2' EMBED. 7' CAPPED GALVANIZED PIPE 5 V.. UNO MIN. 0 16' OC SIMPSON SPH4 OR SPH6 MAX. �'. 4• • § W/FLANGE @ BASE i FOLLOW ALL MANF. BTM AND TOP PLATE h I 4" CONC„ REINF. W/ i SPECIFICATIONS FOR ANCHORS W/ 10tl x 1 12" fi J7 "x6' #10 WJJM ON �. 4 USE AND (a. COMMON NAILS FILL ALL POLY ETHYLENE M PREPARATION OF w o 4„ HOLES, DO NOT USE 10d " VMIL VAPOR BARRIER ON HOLE. x 3' rc SEE SLAB SCHEDULE a • I•( 1� WELL -COMPACTED SECURE FLANGE TO CLEAN FILL TERMITE SLAB W/(4) 1/4" X 211,V0'-0" jJ TREATMENT SHALL BE BORA-CARE TAPCONS m, FO • TOP OF SLAB 4 2 (2) CONT. #4 REBAR AMFER (1-STORY) Fli.'.'C.HAMFER (2-STORY) (2) #5 REBAR ON CHAIRS IT • q' .04 4 12, MIN. DEPTH INTO m 2,000 PSF VIRGIN SOIL OR 95% EQ. EQ. SEE SCHEDULE FOR BAR SIZE VIRGIN OR ENGINEERED SOIL m � COMPACTED SOIL BAR AND BAR QUANTTY SLAB HEIGHT LESS THAN T-6' PER PLAN ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP BOLLARD MONOLITHIC FOUNDATION 6QALE:3/4'-,'-0' 5 6 (W/ UPLIFT) FOOTING W/ BLOCK WALL SCALE 3/4'=1'0 SCALE 3/4"=1'-0' 1 A SCALE: 3/4"=1'-0' LAP TOP PLATE A MIN. OF 48" ----�i AND NAIL W/ 16d COMMON VERIFY HEIGHT LAP TOP PLATE A MIN. OF 48' TE TE NAILS, 2-ROWS, 4" O/C BTM. OF WALL W/PLAN AND NAIL W/ COMMON LAP TO OCCUR OVER STUD NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING LAP TO OCCUR OVER STUD OF WALL W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS WALL W/ SYP No 2 STUDS SEE 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING PLANS FOR SPACING. SINGLE WALL W/ SYP No 2 STUDS SEE BTM. PLATE TO BE PT, PLANS FOR SPACING. SINGLE € PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO BTM. PLATE TO BE PT. SECURE ST. PLATE TO o u SLAB W/10tl MASONRY PROVIDE DBL. TOP PLATE SLAB W/10tl MASONRY NAIL NAIL 16" O/C STAGGERED. 16' O/C STAGGERED. ADDITIONAL METAL ADDITIONAL METAL a CONNECTORS NOT CONNECTORS NOT Q REQUIRED WHEN NO UPLIFT IS PRESENT. REQUIRED WHEN NO UPLIFT IS PRESENT. 8"CMU WALL +-0'-0" POURED LINTEL CONT. (TYP.) F SEE SLAB SCHEDULE '• 8"CMU FILLED CELL(TVfl) io ' , TOP OF SLAB SEE SLAB SCHEDULE +- 0' 2X WALL FRAMING TOP OF SLAB +- 0'-0" 'I SEE�SLAS SCHEDULE 1/2" DIA. SIMPSON STB2 BOLTS 5" 4 70P OF SLAB 4• • MINIMUM EMBEDMENT INTO "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND ' ' 'y-4 ' , •� •-� 5, ° • CENTERED UNDER WALL AND 16' O.C. VERTICALLY MAX • °� POURED MONOLITHICALLY WITH " .a FOUNDATION AND SLAB • SEESCHEDULE SEESCHEDULE EO. EO. SEE SCHEDULE FOR MD, BAR SIZE AND BAR QUANTITY FOR WrD, BAR SIZE AND BAR QUANTITY FOR MD, BAR SIZE AND BAR QUAN7 ,FL T INTERIOR CURB FOUNDATION WOOD WALL INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO 8 9 FOOTING AND COL. PADCONNECTION SCALE 3/4"=V-0' (NO UPLIFT \)10 "''Cj_,�BLOC2tL�'" d N. RONALD REAGAN BI LONG WOOD, FL 32750 PH: 407.774-8078 FAX: 407.7744078 www.abd eslgngroup.com AA #: 0003326 a 5fikleg 9VHDIV. ae IaOT: ABBOTT PARK LOT# 38 BLK 7 PROJECT* 04181.000-38071 �LODEic 3EAB "1504-ALLEX" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH PAVERS ml .�GSEE SCHEDULE TRENCH FOOTING 1 AT ALL PAVER AREAS SCALE: 1/2"=1'-O" LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d. COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W! PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/ PROVIDE DBL. TOP PLATE 12'k9" WEDGE ANCHOR W/2" WASHER SET IN HIGH STRENGTH EPDXY 5-1/Z' EMBED. MIN. Q 16' SIMPSON SPH4 OR SPH6 OC MAX. BTM AND TOP PLATE ANCHORS W/ 10d x 1 12' COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3'. 'SEE SLAB SCHEDULE SEE SCHEDULE FOR -D, BAR SIZE AND BAR QUANTITY ��INTERIOR FOUNDATION WOOD WALL `2 SCALE:3l4"=1'-0" (W� UPLIFT) MIN, 10"TREADWIFi" 0.5E #4 REBAR (TYR) D O TOP OF SLAB 12" RADIUS OR CHAMFER y 4 • •is m u EXTERIOR STAIR DETAIL 2 STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND o SPACING REQUIREMENTS m h a W CMU WALL • TOP OF SLAB EXT. PORCH SLAB • SEE SLAB SCHEDULE ~ A 4" CHAMFER (1-STORY) • BAR SIZE 48 BAR DIA. W/ 12" ISOLATION 6" CHAMFER (2STORY) JOINT (WHERE 24 APPLICABLE) MATCH STEEL 6" PVC CHASE E REINFORCEMENT N PER SCHEDULE THRU FOOTING #7 42" SEE SCHEDULE FOR MD, BARSIZE AND BAR AND BAR QUANTITY PVC CHASE THRU FOOTING 6 STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS - 8" CMU WALL SLAB SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR CURB FOUNDATION CMU WALL 4' TOP OF 4 ' 4 � 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND z MIMS SPACING REQUIREMENTS o 8" CMU WALL #� 6 N SEE SLAB SCHEDULE SEE SCHEDULE FOR -0, BAR S1ZE AND BAR QUANTITY 4 INTERIOR FOUNDATION CMU WALL SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407.7744078 www.abdesigngroup.com AA #: 0003325 S C gsuzw & LOT ABBOTT PARK LOT# 38 BLK. 7 PROJECT 071 04181.00 -38 "ODEL: 3EAB "1504- ALLE)C' GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C Ll DOWEL PLAN SCALE: 114 - V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA N: 0003325 I MUM � yy 44 i 0 9tmErv. a LOT ABBOTT PARK LOT# 38 BLK. 7 PROJECT 04181.00 -38071 MODE14 3EAB "1504-ALLEX' GARAGE SWING: LEFT PAGE: DOWEL PLAN kl6.kMPH A AI NO DCALE: 1/4"=1'-0" S1.2 TIE VERTICAL RESAR TO HORIZATIONAL REBAR W/ 10, HOOK GROUTED SOME) BEAM TIE VERTICAL REBAR ,. VARIES PER ELEV. TO HORIZONTAL 4. .a •... .".Z"4• .:'4. REBAR W/ 10" HOOK ,o- GROUTED BOND BEAM - VARIES PER ELEV. e 1441 N. RONALD REAGAN BLVD. ._..44 • LONGWOOD, FL 32750 � . 4' < PM: 407-774-8078 FAX: 407-774-4078 i' www.abdealgngroup.com AA M: 0003325 i 4 % o #5 BARS 10' HOOK e^ A, CLEAN OUT REQUIRED 4 .. �; '• �•� , i:.• .� 4 • ' • 7•a FOR INSPECTION I •.m o •• . o 0'-0" FIN. FLR. 'o :tea TIE ERTICAL REBAR jI ' a TO HORIZONTAL .I� ❑ 4 4,4 REBAR W/ 10" HOOK �L 17 r g A BAR SIZE 48 BAR DIA�� #3 16" 5 #4 24" M u viuq CMU UNIT DIMENSIONS #6 30OFFSET METHOD CONTINUOUS BAR SIZE 488ARDIAARE NOMINAL SIZES #6 36" #3 19,#7 4y' METHOD #4 24" / MASONRY SYMBOLS A HORIZONTAL/VERTICAL HORIZONTALIVERTICAL #5 3d' * 3 SCALE:3/4"=1'{Pg 1 u- \\ y� REINFORCING REINFORCING #6 36 W 1 2 #7 42" 7 SCALE: 3l4"=1'-0' SCALE: O STEEL REINFORCING IN GROUTED DELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS w B" CMU WALL TOP OF SLAB "4 TOP OF SLAB • •^• EXT. PORCH S7�� • ^ SEE SLAB SCHEDULE 4" CHAMFER (1STORY) BAR SIZE 48 BAR DIA. .4• 4 z'e : q W/ 1YY' ISOLAT 6" CHAMFER (2STORY) 18, �" , • 4 JOINT (WHERE { #4 24" 4 " APPLICABLE) MATCH STEEL 30" 6" PVC CHASE 7v REINFORCEMENT PER SCHEDULE 36 6' PVC CHASE THRU FOOTING SVHDIv ee LOT ABBOTT PARK LOT# 38 BLK. 7 PROJECT 04181.00 -38071 MODEL 3EAB "1504-ALLEX" GARAGE SKIING: LEFT PAGE: DETAILS 160 MPH THRU FOOTING #7 qy' MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR MD, BAR SEE PER SCHEDULE AND BAR QUANTT PVC CHASE 2 2� THRU FOOTING 4 t` AR 23 DATE: 06/14/21 SCALE: 1/4"=1'-0" SiizaT S1.2A 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" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE 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 UNTELS. S. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'1. 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 HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER (M 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 OZZUM INDICATES OPENING BELOW / T.O. B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (fc SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBt MASONRY 3000 8x8 (1)#6 1 — N/A GROUTED SOLID T-0" SEE SHEET S2.2A FOR SAFE LOAD TABLES UNO PROVIDE BB1 WHERE ROOF TRUSSES BEAR. TOP OF WALL EL. 8'-0" UNO LIFT BEAM PLAN SCALE: 1/4" = l'-0" F T-0" 8F16-lT/0W0B M, N ro� 4_ g GT o* g: S o m /` J +xa—— ——,-r, me--- - � Lu x x zLu Z r J M E LL L0 R v i 0Z e m� m .1 N. RONALD REAGAN Bit LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA d: 0003325 r M aysDiv a. roT: ABBOTT PARK LOT# 38 BLK 7 PROJECT 04181.00 —38071 MODELc 3EAB "1504—ALLE)C' GARAGE SIWMG: LEFT PAGE: LIFT BEAM PLAN AND NOTES lQP, MPH EXP. C 11 D r 06/14/21 8C :1/4"=1'-0" m KICWT s2 NOTES TO THE INSPECTOR/CONTRACTOR TYP.8'x6" 1. PLACE LINTEL ACROSS TOP OF OPENING, BOND BEAM 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING ,<F?- PLACE STEEL HEIGHT. J" REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN, STRUCTURE. A DOUBLE BEAM MAY BE SPECIFIED THAT BOND SO THEN THE LAST ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 6k,6'5. v#5TWOCOURSES SHOULD THE DOUBLE BOND BEAMCOINCIDE WITH A LINTEL THE BOTTOM BONDBEAM#5 CORNER BAR W/ 36' LAP FOR EACHCOURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL #5 COURSE OF BOND BEAM REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. , 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. o VERTICAL REBAR W/ 10" HOOK �N� P8 � 8x16 DBL BOND TOP OF BEAM W/(1)1l6 BAR BOND BEAM EACH COURSE • 8x8 BONG SEAM 70p OF • ��G W/(1)#5 BAR .L: BOND BEAM w�� S�OF o� F=FILLED W/GROUT �p U =UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING //��# OF #5'S, IN 2ND BOND WIDTH BEAM, IF FILLED LINTEL. / BEAM COURSE #5 BAR IN BOND BEAM SEE NOTE 5 .1 V 16-1 T/1 M/ B 8x8 PRECAST CONCRETE gO PBS4E0. LINTEL W/ (1) #5 BAR (L2) g LENGTH OF BAR =WIDTH OF e NOMINAL MASONRY CORNER HEIGHT # OF #5'S, TOP OPENING-7I7 IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION REINFORCING OF BOND BEAM THAT XFXX-1T11M/08 INDICATES A DOUBLE BOND BEAM #OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4'=1'-0 1 AND XFXX- 1T/OM10B INDICATES SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER IT IS THIS ENGINEER'S INTENT SCALE: 3/4"=1'i7' AND XUXX - 1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP LINTEL OF OPENING AND XUXX - 1 TMMIDB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BONO BEAM 2x4 (MIN 2 X 3) AT HIGHER ELEVATION TAPCON OR DRIVE IE PIN (MIN WINDOW SHANK SIZE.145 MIN HEAD SINGLE BOND BEAM SIZE .300 MIN EMBEDMENT 1 AT LOWER ELEVATION 1/4") W FROM EACH END AND 18" O.C. MAX. MIN 1-114' #5 BAR BENT ASSHOWN PRE -CAST :'a 14 EMBEDMENT 2x6 (MIN 2X 3)2-3/16 TAPCON WINDOW OR DRIVE PIN (MIN SHANK SILL SIZE.145 MIN HEAD SIZE.300 - SLOPE MIN EMBEDMENT 1 1/4") 6' FROM EACH END AND 19" O.C. MAX. MIN 1-1/4" EMBEDMENT § 2X8 OPEN FACE SHELL SO TAPCON OR DRI E1PIN (MIN AS TO ALLOW BENT SHANK SIZE.145 MIN HEAD BAR TO BE PLACED IN SIZE.300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING UPPER AND LOWER #5 MIN. REQUIRED IN 1/4") e, FROM EACH END AND SECURE TO SHEATHING W/ /7116'OSB BOND BEAM EACH CELL HOOKED IN O.C. MAX. MIN 1-1/4" MIN2-12tl PER BLK, EA. ENO . vC." TOP BOND BEAM W/ EMBED EMBEDMENT STANDARD ACI HOOK TYPICAL MASONRY WINDOW SHEATHING SILL CONSTRUCTION CORNER BARS AT CORNER STEP ARCHWAY FRAMING DETAIL 3 5 SCALE: 3/4"=1'-0" SCALE 3/4"=1'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT ERT. REINF. BAR CONTINUES THROUGH LINTEL. > I SINGLE #5 CORNER It tia I BAR, OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM II I�/ 8x8 CMU PIER PROVIDE 01 BAR W/SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE SIDE SEE PLAN. STEEL REI�.l. OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND, BEAM CHANGE LINTEL CHANGE IN ELEVATION OF BOND BEAM 7 SCALE 3/4"=1'-0 SINGLE LINTEL, MULTIPLE OPENINGS 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-0078 www.abdesigngroup.com AA #: 0003325 N palls ounDiv. d0 LOT: ABBOTT PARK LOT# 38 BLK. 7 PROJECT 041 1.00 —38071 MODEL: 3EAB "1504— ALLEX" GARAGE BVWG: LEFT PAGE: DETAILS 1 PH W. 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/T' 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/ 1Od x 1 1/7" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3, ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS, 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" " x 2 7/8" LONG, WITH WASHER Q 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 V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3, TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4 = 1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 pV rr await►. & :.OT: ABBOTT PARK LOT# 38 BLK. 7 PROJECT 04181.00 -38071 M03DELc 3EAB "1504-ALLEX" GARAGE 8lWvWG: LEFT PAGE: FRAMING PLAN 1 PH WT. co 17 I SCALE: 1/4"=1'-0" s3 {1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 �' NAILS TO TRUSS 42) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 �' NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) -(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 J' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 }' NAILS TO GIRDER 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. lx2 SECURED W/ 10d GALV. COMMON NAILS 17, O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFANALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP#27'x 4", 6", 8" x 4'-(7' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS, ENGINEERED WOOD TRUSSES @ 24" 0/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U.1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 1a 1b 1c TYPICAL TRUSS/ SCALE: 3/4"=1'4 GIRDER CONNECTORS) ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE C 24" O/C, SUBMIT SHOP "ROOFANALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" (1) SIMPSON HETA16 TRUSS ANCHOR WITH NOTE: APT SYP#27'x 4% (9) 10d x 1 �' NAILS TO 6", 8" x 4'-0" MAY BE ADDED GIRDER. PROVIDE 5" WI 10d NAILS, 2 ROWS, 3" MINIMUM CONCRETE O/C TO FACILITATE ONE EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO CONJUNCTION WITH ACCOMMODATE GIRDER HEAVY UPLIFT TIEDOWN REQUIREMENTS. CONNECTOR `A{1) SIMPSON LGT3�SDS2.5 GIRDER TIEDOWN WITH (4) t' x 5" TITEN HD TO CMU AND (12) SOS J' x 2 }'TO GIRDER B{1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }" x 5" TITEN HD TO CMU AND (18) SDS J' x lx2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C42) SIMPSON FGTR GIRDER TIEOOWNS WITH 2x SECURED W/(3)1- (2) J' x S TITEN HD TO CMU AND (18) BOB *'x 3' GALV. COMMON NAILS. lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12" O/C SEE SCHEDULE SOLID, W EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL ROOF 2a 2b 2c SCALE 3/4"=1'-0 GIRDER CONNECTOR(S) # 1100 UPLIFT SIMPSON HTSM20 W/1010d TO TRUSS AND (4) 1/4"x21W TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4" x 21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER 8 7APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-fY' (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d"EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING SEAMS) 0'-0" TO 30'4" (1) "X" BRACE 30'-1" TO 60-0 (3)'X' BRACE SECURE 2x PT. PLATE sa MA (Wnxe) (1) "X' BRACE @ CENTER TO BLK W/ 1!1" DIA. OR 10-0' MAX (W2`(4) (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 7 FROM CENTER TO END. WASHER SET IN HIGH STRENGTH EPDXY 6' tx4 DIAGONAL 2x WOOD FASCIA, MIN. EMBED. AT 37' OC BTM. CHORD SEE ARCHITECTURAL MAX. BRACING, SEE PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 Y PLAN FOR LOCATION MAY NOT BE P.T. PLATE W/ 12d's 8" 4 a a REQUIRED STIFFBACK (AS PER O.C. MAX w TRUSS ENG) CONT. 2x4 SECURED W/ (2) 10d's a EACH TRUSS BTM. CHORD OF TO BE INSTALLED Tr�j'j' WOOD ROOF TRUSSES 10'-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. lx4 BTM. CHORD BRACING 6'-0" O/C —� `—END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 101-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING 6 BLOCK WALL W/ GABLE END � PRE-ENG'D TRUSS SCALE:3/4"=1'-0" NOTCH DEPTH I/4'D THE USE OF ALTERNATE MATERIALS MAY BE ID HOLE EDGE >5/8' USED SO LONG AS THEY CONFORM TO THE DIAMETER FOLLOWING 5•D SGLSTUD OUTER4PLATE 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE >5/8" 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, Ft, AND F2 F<3/5•D FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. DIAMETER DBL. STUD J 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com L AA #: 0003325 J >r SUDDrv. de LOT: ABBOTT PARK LOT# 38 BLK. 7 PROJECT 04181.00 —38071 MODELS 3EAB "1504—ALLEX" GARAGE OWING: LEFT PAGE: DETAILS 16 MPH EXP. C 1 STUD NOTCHING 11 ALTERNATE MATERIALS ac;-a: 1/4"--1-0- AND BORING LIMITS SCALE:3/4"=1'-0 SHEET s SCALE 1 1 7'=1' 0 S 3.1 PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SEE SCHEID BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) ® 24" O.C.MAX NOT SHOWN FOR CLARITY) 2X4 DIAGONAL BTM. CHORD PER E VATION BRACING. SEE PLAN FOR FOR STRAPPING RAPPING VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 1/7' HIGH W/ 1/2" DIA. ANCHOR BOLT W/7' A-SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO.2 WASHER SET IN HIGH a U < 990 LBS W/ (14)10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6' MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 37OC MAX. B - (2) SIMPSON MT812 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LEIS W/ (14)10d BELOW FOR PLATE W/ 12d's &' O.C. MAX GALV. NAILS EA. STRAP 2.4 OR 216 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE •o• PROVIDE BLOCKING SIMPSON SPH4 OR SPH6 BTM 1/2" GYP. WL. BD, 0 AND TOP PLATE ANCHORS W/ 10d x 1 1/Y' COMMON NAILS SECURE ST. PLATE TO SLAB W/ CONS. FILL ALL HOLES, DO NOT USE 1/2'k9" WEDGE ANCHOR WIZ' WASHER SET IN HIGH STRENGTH TRUSS/VVOOD POST CONNECTIONS TOSECUREDLEDQ10's�EC MAX.10dx3' TRUSS TO BE INSTALLED 10'-lY' O.C. M EPDXY 5-112" EMBED. MIN. @ 16" 1 Oa 10b 1 OCi OC MAX. SCALE. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL TSIMPS A -SIMPSON MTS-12 U < 990 LBS W/ (14)10d GALV. NAILS. N MTc-12 U 1990 L B - SIMPSON HTS-20 U < 1310 LEIS W/ (20)10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4"x3"SDS,(1) 5/9' A.T.R. TO HDU4 AND (10)1/4"X 21/2'SOS TO POST 9a gb TRUSS CONNECTION L.B.W. �TOKA9CONNECTON SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 518 DIA. x 6' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 518 DIA. x 6' EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN, T' EMBEDMENT TO SLAB & (26) 16d x 2-1/2" NAILS TO POST. i44i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 o Mop ABBOTT PARK LOT# 38 BLK 7 PRAJEC 04181.0007--38071 moaExe 3EAB "1504—ALLEX" GARAGE BVfMG: LEFT PAGE DETAILS 160 MPH EXP. ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 52.70 PSF (62.70) ZONE 3 = 60.50 PSF (70.50) ZONE 2e = 60.50 PSF (70.50) ZONE 3e = 69.80 PSF (79.80) ZONE 2n = 69.80 PSF (79.80) ZONE 3r = 83.80 PSF (93.80) ZONE 2r = 69.80 PSF (79.80) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +1- 0.18 ROOF MAR IR FOR ASPHALT SHINGLE ROOF USE MIN 19/32" STRUCTURAL SHEATHING EXP 1 (40120), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (40/2O).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS @ Al" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN V OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 10d RING SHANK, 2 112' 0 131 F1667 SRING W SHANK 170000 RING RSRS-03 8tl SHANK 23/6' 0.113 F1 SCREW SHANK PER INCH) NCH)CH) RSRS-01 8d RINGSHANK, PNEUMATIC 23/8" 0.113 F1667 SCREW -NAILS RSRS-01 KAF ItH UK IKUbb-� ROOF SHEATHING '\ EXTERIOR SHEATHING USE 1/2" COX OR 7116. O.S.B. PLY WITH 8d RINGK G SHIN UN NAILS AT 4" O.C. AT PANEL SIDES AND 6d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Bd RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. U BUILDINGLENGTH x ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ROOF 8FEA7FMi0 ATEACFBIMU SPAGM ZONE 1. 1Od NAILS C 4" O.C. ON EDGE AND 6' O.C. !NI!ELD ZONE 2e, 2n, 2r, 10d NAILS Q 4" O.C. ON EDGE AND 4' O.C. N FELD ZONE 3,3e, 3r. 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD 8 1F NOTE" ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 ` e4 RINGSHA UNNAILSQ4'OC. TOP&BOTTOM EDGES r . . . . . . . . FXT RHFATHING ATTACHMENT z yo 23 Do �b ■=�=Ml, 11 mmmmI1111 11 ■ I 11 111■111■111■1--1_- illm NOTR GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 0 160 .C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE - 1. RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING C#8 7' DECK SCREWS Q 6'A" O.C. MAX EQGES & 12' O.C. M(AX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING FYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL N07W. ALL AGGREGATE USED IN CONCRETE SHALL CONFORMTO ASTM C3W33M. MAXIMUM AGGREGATE SIZE SHALL BE 3W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION V14TH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FSC-R 2020, 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS PROVIDE 64AIL CONTINUGIS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS-00"ROUND WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/802-16 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: 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 FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS, FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE FLAN$• MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALOEPENDING 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 02. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT 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 WEI.� �� AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SNORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED HARE MESH, SHALL BE ASTM A1064/AID64M, GRADE 65 AND BE PLACED IN ACCORDANCE IMTH THE WOOD TRUBM THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES, WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED 3'-0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THENATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALLSI N BE G ED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEF1: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.038" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A815 REBAR RA SHALL BE ASTM DEFORMED GRADE 80 IN MASONRY DEFORMED R FREE FROM OIL SCALE, AN P BA S, LE, D RUST AND LACED IN ACCORDANCE MEETING THE REQUIREMENTS OF ASTM A446/A408M, GRADE A, AND SMALL BE HOT -DIPPED GALVANIZED. DESIGN LOAM: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE AG STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION, HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO, UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 PVT P CHORD-con-con 10 psf BTM CHORD -n-oncunent REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" #8 BAR - 30" #7 BAR - 47' WOOD TRUSSES. DEAD LOAD DEAD LOAD 15 pH TOP CHORD 20 psf TOP CHORD (7 psf W/ ASPHALT SHINGLES) (10 psf W/ No GYPCRETE) 10 psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 1 Opsf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 pef NAND: DEAD LOAD SPEED =160 MPH 3-SECOND GUST (ASCE 7-16 (FSC R2020) EXPOSURE C, RISK CATEGORY 11) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pef, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 5DIP0, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40p6f, SLEEPING ROOMS: 30psf, STAIRS: 40psf SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWANGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT, FOUNDATIOW SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2GGO Pef, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE 1MTH ASTM D-1557, TREAT ALL SOIL FOR TERMITE PROTECTION. THE ONMER 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 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 L TRU TURA TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MX PRIORTO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5" H- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94/C94M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE NTH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS)' B. FOR CONCRETE EXPOSED TO EARTH ANDA)RWEATHER: 1-1/2" FORME AND SMALLER T' FOR NORAND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4" FOR SLABS, WALLS AND JOISTS 1-12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER. MASON". MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM NTH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Pm = 2000 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C-476 AND SHALL PROVIDE A MINIMUM DAYS, COMPRESSIVE STRENGTH OF 3000 PSI AT 28 S S UNL ESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/e" COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF B" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL AR JOINTS MORTAR O S SHALL BE 3/e"THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING, LAP VERTICAL REBAR 6 X BAR NO. (46 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 kv FOR ANGLES, PLATES, AND MHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M GRADE B F = 46 W. STRUCTURAL PIPE SHALL BE ASTM ASTA53M GRADE B TYPE E OR F = Y Y 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM 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. TRUSS MANUFACTURER WALL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER SIZE TYPE SPAONG REMNMS G110N S1. 1x2-FRINGTO MASONRY/GONG CASEHARDENEDOOIL NHL, I/2'LONG. - GARAGE DOOR BL TO MABONRYICONC. ,Id'gA OWA8HER -ONMA9P4RY FASTENER BOA I l*' EMBED., I EP9g3T., 11Y1"E EDT. SGOPK. E%T. DOORS CASE VWRDENEDOdL frOIC WINLOWIOOOR/FAStENED GARAGE DOOR S,KX 6" qq IS'OIC (SR"dA) d"EMBED. d'END dST., NOTE6 NAIL „17 LONG. STAGGERED INTO MPSONRY/ODNO. TO MASONM/ODNC. WASHER EX -ON BOLT Z4`O/C(17DA) 3"EDGE GIST. WRrooW6 x cA6EH mENEDOdL B qc vANDDWIDooRIFASTENED METAL sTRAPTO CONTACT THIS ENGINEER FOR SPACING 1x PT SEE NOTE6 wvLI LONG. STAGGERED INro MAwnldY/mrvc. MASONRY,C1xC. REQUIREMENTS E%T. SWINGOOOR B,1CI(21 PT, SEE NOTES (21116 NO FASTNER,B dL I-E-D SEND DIST., 1117 EDGE DST NONEEARINGWOOD I WALL TOCONC. SLAB 1/Y" E%PANfi10N 2<qC d"EMBED. d'ENO I W/WASHER BOLT DIST., S'EOGEg3i. 2x PT WANCOW BUCx 8" OIC ND. 01&T.,1 ,YL' PTTOSTEELCOL., SEE O.,yyI WASHER/B STAGGERED pBT. NOTE6 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/ OR NOA 3, ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOAOR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BEM WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE HAILED AND 2. MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX:407-774,4078 www.abdesigngroup.com �. AA fh. 0003325 1- W ABBOTT PARK LOT# 38 BLK, 7 PROJECT 04181.006--38071 MODELc 3EAB "1504-ALLEXI1 GARAGE SIRLKTG: LEFT PAGE: DETAILS 1/ INWO DATM 06/14/21 sCALm: 1/4"=1'-O" SHEET S N1 © TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX 7O STAPLES INSTALLED - THRU SOFFIT AT NAIL HEM AND IN VALLEYS K+—e" MAX. O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS O STAPLES INSTALLED• THRU SOFFIT AND J-CHANNEL AT NAIL OFFIT (D HEM AND IN VALLEYS STAPLES INSTALLED @ 12" O.C. MAX (INTO OWOOD) IN J-CHANNEL SLOT BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING / TRUSS/JOI / BY OTHER EMB. WOOD BATTEN DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR - WOOD BATTEN 10 10d NAIL AT EACH -STAPLES INSTALLED O TRUSS/JOIST/ RAFTER THRU SOFFIT AND LOCATION NOT TO J-CHANNEL AT NAIL HEM EXCEED 24" O.C. INTO AND IN VALLEYS FRAMING WOOD SCREW OR _#SX3" TAPPING SCREW, OSTAPLES INSTALLED BATTEN ATTACHMENT THRU SOFFIT AND FASTENER SPACED 24" J-CHANNEL AT NAIL MAX. O.C. HEM AND IN VALLEYS e" MAX. --CA la -- DETAIL DO STAPLES INSTALLED, J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS r O SOFFIT---' 3Q J-CHANNEL—/ .1'. A TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION SPAN SEE DETAIL'A'- SOFFIT` SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END ri EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTE:1) SEE DETAIL'D' EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL O 11 1X2 WOOD BATTEN �2X2 WOOD BATTEN 10 — . O SOFFIT NSTALLATION SCREW, Q J-CHANNEL— BATTEN ATTCHMENT ® I FASTENER SPACED 24" Og B MAX O.C. STAPLES INSTALLED @ DETAIL C 12" O.C. MAX (INTO 7O WOOD) IN J-CHANNEL J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETEWASONRY) CONCRETE/CMU OR VE WIDTH DOF fERHANG) CONCRETE; CMU OR WOOD (NOTEA) BY OTHER 2 1/4" NSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" gO MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO O WOOD) IN J-CHANNEL _ O SLOT OR T-NAIL @ 12" 5 O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. vl_ 1 lV L - 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www. bdesigngroup.com AA .0003326 A r g ILL.j suaDiv. & LOT: ABBOTT PARK LOT# 38 BLK 7 PROJECT* 04181.000-38071 MODEI2 3EAB "1504- ALLE)(' GARAGE BVFMG: LEFT PAGE: SOFFIT DETAILS 160 MPH AYP . C 17 a9CALE: 1/4..=1•-0" B*Em= SD1 A, 16,