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HomeMy WebLinkAbout7812 Wheat Stone Dr99 1499-4EWB-FREEPORT 99 - --------- 3501 RIGA BI_VC7, TAMPA, FL 33619 T4el- (813) 549-1967 Fax= (817) 302-3134 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES TAMPA NORTH DIVISION ON 3501 RIGA BLVD TAMPA, FL 33619 TEE: (813) 549-1967 ( FAX:817 302-3134 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .ngM Mjn=G cE, ass =11ON (2=) •.*T *M.* �pp -ALL WWW COM :OCCUPANCY - RESIDENTIAL, GROUP 0 TYPE - VB • KIN. INTERIOR FINISH - CLASS B -BASIC WD SPEED - Vult=160 MPH Vasd=124 MPH :EXPOSURE - C '1-STORY RESIDENCE - .2-STORY RESIDENCE -MAX HEIGAT AS PER IACAL AND STATE CODES AAABOVE LA V. LAVATORY ARK NIO AIR CONDIIIONING LU LUMINOUS . ADIADJUSTABLE Mc MEDICINE CAHWF[ ALI'. ALTERNATE MFR, MANUFAC LOSER AMP- AMPERAGE MIN- MINIMUM BD. BOARD M.I METAL THRESHOLD CL CENTER NE MITT MOUNTED CAA. CABINET MIT, METAL CLo. cEu,ING N.Ts. NOT ToscAui CLR CLEAR ON CENTER CONC- CONCRETE PI, PROPERTY LINE CPT. CARPET PB. PUSHBUTTON C.T. CERAMIC TILE PH. PHONE D DRYER PLT. PLATE DEL. DOUBLE PLYWD PLYWOOD DG. DUAL GLAZED PR. PAR DID, DIAMETER R PRESSURE TREATED DIM DIMENSION R. RISER DISP. DISPOSAL RID. RADIUS DP, DEEP RAN RETURN AIR GRILL DR DOOR REF- REFRIGERATOR DS DOWNSPOUT RM ROOM D11S DETAIL R-O- ROUGH OPENING DW DIS1iWASF.a Sc SOI.IDCOREEXIDR EA. EACH SD_ SMOKE DETECTOR ELEV. ELEVATION Sx SINGLE, SLUING EQ EQUAL SIT SHEET EXIT EXHAUSI SH TIG. SHEATHING EXT. EXTERIOR SHWR SHOWER F.G.IFX. FIXEDGLASS STM. SIMILAR F.G. FUEL GAS SL. SLIDING FIN. FINISH SL. GL. SLIDING GLASS FLR FLOOR STD, STANDARD FLOOR. FLUORESCENT SWS S EAR WALL FR. DR. FRENCHDOOR SECTION FTG. FOOTING TEMP. TEMPERED CLASS GA GAUGE TEN THICK GAR DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB GF.I. GROUND -FAULT CIRCUIT T.O.P. Top OF PLATE INTERRUPTER TDS TOPOFSLAB GL. GLASS TYP. TYPICAL BD. GYPSUM BOARD UNO. UNLESS NOTED HB. HOSE BIB OTHERWISE H.C. HOLLOW CORE V P. VAPOR PROOF BUR- HEADER w. WASHER xGT-OR11 HEIGHT Wi WITH INSUL INSULA LION WD. WOOD NrERoR Wwl It WINDOW wnI WATER ILA 'rER WI WROUGHT IRON DESCRIPTION 0641ft ADM LED UGNTSaKITC4NIBATNROQIS ARCHITECTURAL SHEET DESCRIPTION 06AIM ADDED BXIV PATIO OPTION PG Cl-COVER SHEET PG GN—GENERAL NOTES PG AI —FLOOR PLAN PG A2B-ELEVATION "B" PG El -ELECTRICAL PLAN PG P1-PLUMBING PLAN PG D1-DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL PG WA1—WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALE. ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WAIS-WALL ASSEMBLY DETAILS 01/M ADDED STONE OPTION ¢�nfi9 R8vI5ED DOOR6 AT LAtNDRY CLOSEt fR011 l2J 2'-O 70 f212'-4' 08MA REVISED DOOM AT OS%ER'S waix N CLOSET FROM 2'-S' TO T-W REVISED �0w0 REPLACE USP CONNECTORS WI1H 51hiF FON CLFfECTORS MWIM ADDED OPT. FEAR AC LOCATION 05AW ADDED LED IN OU eZ$ BATH OVOVtI 2O2OFBCUPDATE 03/®MI ADDED SOFFlT PETALS • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA f} AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 SQ.FT. CALL. S 08lI®/2I ADDED 2V FOOTER OPTION IU15/!I ADDED FlaENCFI DOOR 0I'TION LlvirlG 14WSaFT, GARAGE 3B8 Sa FT. ENTRY 11 sFT. a. TOTAL Iwo -aa FT. SAV PATIO g0 5a pT, REVIEWGYP. �E CITY r � g_I 1 h'p ! p"�� � �� P'�b. ;�� y�,� g�.� a € A II�E(� � _L WORK SHALL(A)MPLY ISAP PREVAILINGORDER DE rLORiDA BOILDI OC:, y @ °'� y i i a � g f 4 ��' �`CODE, L i E a° I€ a. t 3 , ()`. mnen3 IatcNEN�a4TNIREDESGN OIl M 2023 FW UPDATE STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAN PG SIJA—DETAILS PG 51.2—DOWEL PLAIN PG S1.2A—DETAILS PG 92—LJFT BEAM PLAN AND NOTES PG S2.1A—DETAILS PG S2.2A—SAFE LOAD TABLES PG S3—FRAMING PLAN AND NOTES PPG G S3.1B—DETAILS PG SNl—DETAILS PG SDI —SOFFIT DETAILS PG SD2—SOFFIT DETAILS DRAWING CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR IN NEED OF FURTHER DETAILING OR EXPLANATION INAND A To BUILD DRAWING SET, THE CORRECT PROCEDURECT RA S IS FOR THE �g BUDDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR " INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN 1,3 RpT s IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TADS NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F 6� P Mamma 9xTsDIV. & LOT: ABBOTT PARK LOT #27 BLK 1 PHASE: 3 PROJECT# 04181.003-27013 MODEL 4EWB "1499-FREEPORT" GARAGE OWING: RIGHT PAGE: COVER SHEET v.160 MPH EXP. C jJ PRIId'P 11/15/24 DATE: SCALE: 1/4 s C1 � GENERAL NOTES SITE WORK TIMBER i. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED 8th EDITION, (2023). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER HEREIN: FBCR 8TH EDITION (2023) UNO. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL B. NATIONAL FOREST PRODUCTS ASSOCIATION: 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY FINISH GRADES, PLANTING AND IRRIGATION. C. SOUTHERN PINE INSPECTION BUREAU: THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2023 CHAPTER 3, SECTION R301.2.1.2. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE D. TRUSS PLATE INSTITUTE: ARCHITECT. I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK E. APA -THE ENGINEERED WOOD ASSOCIATION PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL ENGINEERED WOOD CONSTRUCTION GUIDE DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. f. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN $" LAYERS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 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 AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 Et. THE 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. FABRICATION OF THE WORK. BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 4. NOTCHING OR CUTTING OF WALL STUDS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION AND STRUCTURAL DETAILS. 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. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF[WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNt. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR "AND THE MINIMUM AREA SHALL BE 8 FT. S. 6, MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24Q SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. PLUMBING 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM W PVC (SCHEDULE 40), INSULATED WITH Y' AMAFLEX. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5 GPM EACH IN ACCORDANCE WITH ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL THE FBCR TABLES 2903.1 & 2903.2. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. GARAGES AND CARPORTS 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 11, SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET DRAWING. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUP SUPPLIER PL 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BUILDER 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION 2, AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE EXTERIOR WALL COVERINGS PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR SOLID WOOD DOORS NOT LESS THAN 13/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE AGRICULTURE AND CONSUMER SERVICES' EXTERIOR FINISHES DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN, RIGID 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 8" THICK, OVER FRAMED WALLS ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS GARAGE. 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 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT ASTM-C926-18b, ASTM-C1063-18b & ASTM-C1787. LESS THAN 112 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE 3. LATH & ACCESORIES PER ASTM-C-1063-18b & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE - "L" FLASHING -- HORIZONTAL LATH AND PAPER DETAILS PROTECTED BY NOT LESS THAN Y INCH GYPSUM BOARD OR EQUIVALENT. - 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. SIDING TO BE INSTALLED PER ASTM C1186 STANDARD SPECIFICATIONS FOR FLAT FIBER CEMENT SHEETS. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W' DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS), CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES. AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 8th EDITION, (2023) R704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 10/10/23 (CM) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngroup.com kh AA #: 0003325 J ri'm_ h R b SLTHDIV de LOT: ABBOTT PARK LOT #27 BLK 1 PHASE: 3 PROJECT# 04181.003-27013 MODEIa 4EWB "1499-FREEPORT" 0A3tAGZ sMIIMG. RIGHT PAGE - GENERAL NOTES 160 MPH EXP. C N Lei Dp 11/15/24 scAmm. 1/4"=1'-O" 819EET GN PATIO D 3052-sH 6068 Sfs.D.— (2) 3 2-8I4 EGRESS HB GREAT ROOM °-O'er BEDROOM#I v _ V_r C & 4'_Z"-4 13'-4' AI kl rBATH # 2- ro O 6HWR s 1 1 1 in Q 10'-2' 4'-0' 5'-0' 3'-4' '-8 5'-il' I OPT G HEN ABOVE R£6' CLG: ' IV - J IR-I51-I I T°OPT., L -----—i QPAYMY m Lj �ii___i T BEDROOM #4 s W-I s e-0 aA e BEDROOM #3 1 4 UMITY I a er cili I m a 0 W-0'CIa I� 9 0 dui 0 S'-0 v .o rq MT Ilk Oa 20 MIN WH. O �w � �- 22•x54' l BATH#2 2-8 e - 4AGGE95j BOLLARD p-0' C.G. m v As REQ. AV. ,n _ PERLDS I WG. i ® !FO YCELR GA AGE 71 W0 CICs = 3'-4- S'-m' -10' 4'-2- `n 5'-2. e_ BEDROOM #2 e'-a aA ? ENTRY i� Hs 3052-SH 1 � EGRESS Lul FLOOR PLAN SCALE: 1/4' . 1'-0' EXTERIOR MASONRY SQ.FT. CALC. S WALL BRG HEIGHTS LIVtW5 14W Sa FT. ® GARAGE 385 $a FT. 8'-0' EH;rENTRY IT SQ FT. TOTAL 1900 $a FT. SXIO PATIO 80 $a FT. COV01BlTA10 CLADDNO NBD lAAF78 alec ww owaa�E wR a 89701D Dlsls 0m9m BOUAIE 201E 1lOIFHOOM MiM AID TYPE F=lm MIN. WINDOW 10 5 33.6/-44.9 CRITERIA EXTERIOR SWING 20 5 32.1/-41.S DR MIN. CRITERIA S.G.D. MIN. 41 5 305/-388 CRITERIA 16010 O.H.D. 112 5 I 282/-315 12'xT2' SOFFIT I 5 1 33b/-44.5 BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=1I, EXP.=C, MEAN ROOF HT. = 12'-10" PRESSURES HAVE BEEN MODIFIED PER FBCR 8TH ED. (2023) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COHIROLDATBODAM TOP PLATE " BAR DETAIL A SCALE: Ul'.I' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W1 RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. OTHER OF'ENIW35 5ETWEEN THE GARAGE AND RESIDENCE SHALL 5E EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/0' (35 MM) IN THICKNESS, SOLID ORHONEYCOM5-CORE STEEL DOORS NOT LE55 THAN 1 3/6' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. N q 04 U o e G A 9LTBDIV. & LOT ABBOTT PARK LOT #27 BLK 1 PHASE: 3 PROJECT# 04181.003-27013 MODRu 4EWI3 "1499-FREEPORT" GARAGE S'WMG: RIGHT PAGE: FLOOR PLAN 160 MPH EXP. C ti J Dw 11/15/24 SCALE: 1/4"=1'—O" 9i3R8S8 Al w� BLDG. HGT— FYPON 12X24 BRACKET OR EQUIVALENT 4' RAISED BAND 0'-O' FIN. FLR 1:00Mll�� U FRONT ELEVATION SCALE: 1/4 . F-0' TEXTURED FINISH SHINGLE ROOF I�/OFF RI� T 5 6' RAISED 13AND V-0' BRG. HGT.t__ I'-0' IE RAISED IDEA OPT. COACT I m BANDS ER LIGHT � I:d'2'ARt1TY 5PEG5 ---------------------- REAR ELEVATION SCALE: 1/4 - P-0' TEXTUFMD FNISH OFF RI� OFF R 5'-0" BRG. NGT.,, II.O 2 -6 RAISED ■ BANDS PER �l COMMLINIlY io SPECS � I 0'-0' FIN. FLR - ------------------ ---- ------ LEFT ELEVATION SCALP: 1/4 - 1'-0' TPXTUMD FINISH OFF RIDGE VENT OFF RIDGE VENT 14 _ � 2 RAISED BANDS PER `� I I. u ' CCMMLNITY SPECS 0'-O' FIN. FLR oo ------------------------ ------------------ RIGHT ELEVATION SCALE: 1/4 = I'-0' TEXTURED FINISH ------4' RAISED BAND 100'-O' FIN. FLR EA—TICw 11IT. REDURED = v Ew NREDVENTILSTION ARE:, VTRONAU—SO.I—ESPERFT(144) _ 4SO.IN- 4._111mvwTlwTIoN = 5X 9�.4 LP'., ov Arnc se IN F PIDGEVENTIVSISi AREn = ;sn. w. PER VENT ,/ns REDUIRED = a3 L..... TSPRE IDED - - AREA OF ATTICIS THE PERIMITER OF THE HOWE, LESS THE OVER-NG _ oV-0' BRG. NGT. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 Www.abdesigngroupxom AA #: 0003325 w q U W S M C C C SUBDIY. & xioTil ABBOTT PARK LOT #27 BLK 1 PHASE: 3 P120.TECT# 04181.003-27013 MoDEL• 4EWB "1499-FREEPORT" C;AP-AIGE fg'VfMG: RIGHT PAGE: ELEVATIONS „B„ 160 MPH EXP. C K PRIIQT 11/15/24 DATE: SCALE: 1/4-=1'—O" A2B ELECTRICAL LEGEND SYMBOL DEFINITION NOTES MOV OUTLET 20 AMP 6HUM POLIN Im" OUTLET IIOV OUTLET V2 OF OUILET WAND TO SWrrM4 GFI U2N CUTLET C-01 qu" UCCI■-D FALL RESISTANT Ty") 220V CUTLET (4) WIRE Ca4 ECTION W�pe GFI EXT OUTLEETT ttttTERPIWOP � p!! PAULT 'T st SWITCH SWITCH 9-WAY OPER W4 SWITGFF 4-WAY OPER 'ii I� WNL PY]iMED LIGsiT CEU.NG LIGHT QL LED CLG LIGHT Ovp lID VAPOR PROOF LYiHT O VP FROM LKYtN LIGHT rQ1 RECESSW CAN �©, LEP REC7D cow VENT. FAN ICW PER en IM VGtT. FNi W4JC*M i C"I PER SQ. FT. *ZT( 0 PANEL wim METER • 5-0- S'DI¢ DETECTOR MATT. SAM-UP UY NASEXIII E ® vemectaft � We IX AGML OF PEDANT LKaFTT H> NATURAL GAS MLET . TELEPNG! JACK UN pl �� TO SE �yAT® AIR CCNDITIONNS To BE SEE A32WV ' IB DCommar THIS I�N TELEVISION JACK CEIL BOk TO BE e1FIPORTED N O J-DOX AC!.Q®NJCE W SOX M,4IQQD AS 8UW FOR INSPECTION LE4-IN2 FAN/LISIiT AC DE f® N ACCORDANCE DANCE BOX AD SUCH NSPECnON i FOR ncln[7 24' MCANpESOatT Lt*m STRIP on n(1(1 c1 36. INCAIDEOCENT LIGHT STRIP (7[)n()n(C(1(] 48' INCANDESCENT FLOOD LIGHT PA FVSN1-BUTTON FOR 64MIE8 —7— use PORT LOCATION OF TV JAOGB . PHONE OUTLETS 4 FANS TO 15E VERIFIED . HOFEOUPER PUE-CONSTRUCTION MEETING. AS PER FISCR 1023 ALL IS a 20 AMP BRANCH GI�UITo %BE ARC K"T PROTECTED. 20 AMP DEDICATED LAUVW CIRCUIT. DWILASNER 018GCdECT TO BE LOCKOUT N PANEL BATHROOM EXHAUST FAN TO HAVE MN CAPACITY OF 50 CFMI NTER'IITTENT. LAIMRT ROOM AND DISMUASFER RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-NTERRUPIFR PROTECTION FOR PERSONNEL ON REEDERS. WRUNG METHOD SHALL BE NON METALLIC CABLE THE RECEPTACLE FOR A BWLT-N DISHIJASFER SMALL BE LOCATED N THE SPACE ADJACENT TO THE SPACE OCgIPIED BY THE OISHIUAS1ER WERE TTE FLEXIBLE CORD PASSES THROIYaH AN OPENNG, IT SHIAIJ_ BE PROTECTED FROM P014AGE BY A BUSNNG, GRP ET, OR OTHER APPROVED MEANS, SUR3E PROTECTIOW ALL SERVICES SUPPLYING DWFILINS UNITS SHALL DE PROVIDED WTH A eUF4E PROTECTION DEVICE (SPD). ONE OR MORE 120-VOLT, 20-AMPOW BRANCH CIRCUIT SHALL BE PROVIDED TO SUPPLY 15ATHROOM15) RECEPTACLE CUTLETS) REOUIRS AND ANY COIMERI AND SIMILAR WORE SURFACE RECEPTACLE OUTLETS. SUCH CIRCUITS SHALL HAVE NO OT46R OUTLETS. AT LEAST ONE DO -VOLT, 20-AT1rtRE BRANCH CR=T SHALL BE INSTALLED TO SUPPLY RECEPTACLE OUTLETS REQUIRED FOR ATTACHED GARAGES AND N DETACHED GARAGES UNTH ELECTRC POIIER 7H48 CIRCUIT SHALL HAVE NO OTHER OUTL.ETS.. PATIO % GREAT ROOM PRE -(UNITED CLG FAN CTFf OUTLET �\ p� FOR DW \`. 'o+ L -� I OOD WIRE W/ 0 UTLET FOR JTURE MICRO SIWG SWITCH IN CABINET - _cL� EITCHEN I- I--- CTFI I OPT; d I f I � i LAUN•- I I ET PCLGPAN C ' J SD. 3 B M. \ 0 ® o/B� L \FOYER BDRM. j j sD. - PRE -WIRED I - CLG FAN IIWN I ■ BDRM.J1 € y� PRE -WIRED CLG FAN SD. (D �BATH#1 GFI w_C-. I BDRM.#4 I 'PRE -WIRE CLG FAP — — GPI • 44' APF. � O ' PB.FOR L-----� GARAGE I WALL MOUNTED LIGHT W/ SWITCH \ IN ATTIC \ GARAGE pL W1 `( IRRIGATION OUTLET e CLG. M 48' APF. OUTLET KEYLESS �D__ FIXTURE GFI ENTRY ---------------------- ELECTRICAL PLAN SCALE: 1/4' - I'-®' OPT. COACH LIGF4T 1 I i L I = I LED LIGHTING C SINGLE LAV. BATH IV FIELD I 1 I I LED LIGHTING C� SINGLE LAV. BATH M VERIFY PROVIDE 3-7/0 CU, TR N . ?% CU IN 2' CONDUIT OR 3 LOC. 4/0 AL, THUN + 1% CU IN 2' CONDUIT OR 2/0 AL SER (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) IE70 AMP ELECTRICAL RISER NOT TO SCALE GOI B.TICN SERVICE ISO AMP DISCONNECT SWITCH AND 120R40 VOLT GENERAL NOTES. HASEA M ELECTRIC METER N I PMILO ELECTRICAL MATERIALS AND INSTALLATIONS 64ALL NEMA SIRENCLOSURE COMPLY WITH ELECTRICAL PROVISIONS OF THE PHGR 8TN 270M AIG MAIN 4 PANEL EpTTION C2IV23I. LOCAL CODES, AND ALL LOCAL POIIER 10000 AIG SUB PANELS COMTPANT' REGUIIEME3NTS. 190ARP B. ALL CONDUCTORS SHALL BE TTPE TT41*UTHNUN UNLESS MGB NOTED OTHERWISE TEEMbERCE CABLETELEVISION ENTR SERVICE ENTRANCE �i � O' T PouER cotPAvT GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARK ELECTRICAL SERVICE. PROVIDE 3 -1 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC OONDUIT OR PROVIDE 3 42/0 ALUMINUM (AL) N 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE UNT14 THE ELECTRIC COMPANY PRIOR TO BID. INTERSYSTEM BONDING TERMNAL AT LOW VOLTAGE GOTB.ECTIONS 1 -4 CU SERVICE GRUOUND CCMEOTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OP THE FBCR BTH i 2MCN (2023). b/8" DIA X 8 FT LONE COPPER GLAD GRO NP ROD 1441 N. RONALD REAG]BLVDLONGWOOD, FL 32PH: 407-774-60FAX: 407-77440ww W.abdesigngrouAA #000332 [: W B � a 9LTHDIV & CAT ABBOTT PARK LOT #27 BLK 1 PHASE: 3 PROJECT# 04181.003-27013 MODEL: 4EWB "1499— FREEPORT" Q-ARACGZ 81FWG. RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C a NO ■ PRadT DATE 11/15/24 SCALE: 1/4"=1'-0" SHEET E1 r _— I I 1.-. _- _I. _. I.T _ __ __ O 3'-4' 4'-6' 5'-10' 2' VT)TE-Al °ICI 00 i slrx - 0 1/2 1 1/2' 1 i/ ' LAV 2 SNWR -------' LAV 2. 1�, -----' -----' WC rd - KITCHEN 3' SINK W/ i AUTO VENT 0 i 2. WASHER m =_ - O Jill,�2' VTR 2. L3' 2' 1/2' 4' co — LAv. wc. 11/2LAV 2' WC 2 TO TUB 3' MAIN 2. PLUMBING RISER e - - o i :o --- -------------- PLUMBING PLAN SCALE: 114 • 1'-0• F w g V kk 9 ® 9 r ra � suBnrv. ac LOT ABBOTT PARK LOT #27 BLK i PHASE: 3 PROJECToP 04181.003-27013 moDEL: 4EWB "1499-FREEPORT" GARAGE GWMG: RIGHT PAGE: PLUMBING PLAN 160 MPH EXP. C DAM 11/15/24 SCALE: 1/4"=1'—O" 321E= i - P1 2X4 TOP PLATE �R 7 FIFE A -AM TRU56 IR' GLG. BOARD 1/2' DRYWALL —t p' r SECURE BT. 2X4 WOOD PLATE TO SLAB STUDS •24' W/ 10d MASONRY O.C. NAIL • 32' O.C. MAX NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. -GONG. SLAB &-v FM. FLR (a)TYP. INT. WALL ( NON- BRG. ) D 1 SCALE: 3/4' • 1'-0' FIBERGLASS SWW.LE& WITH UNDERLAYMENT AS PER FBCR 2023 905.1.1.E ROOF SHEATHING THICKNE55 AS PER SHEET SNL SECURED PER FASTENER SCHEDULE PRE -ENS TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT I,-0, TYP. OH, 5/8' GYPSUM Br OR 1/2'HIGH STRENGTH CLC, BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (1)- #5 (2) COURSE DO NOT CUT THE BOND BEAM REBAR5 2a PIPE THROUGH BOND BEAM D1 SCALE- 3/4'.I'-O' 4 �_ Si ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOWS AND D SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE FENESTRATION MANUFACTURERS WRITTEN INSTRUCTIONS FIBERGLASS SHINGLES WITH UNDERLAYMENT AS MR FBCR 2023 905.IU1 ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRIM MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT STRUCTURAL Ix2 P.T. FURRING 1/2' THICK 2 COAT PORTLAND V2' THICK 2 COAT PORTLAND STRIPS • 24' O.C. CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CEMENT PLASTER APPLIED 8' CMU DIRECTLY TO MASONRY 1/2' GYP. WL BD. WOOD SASE 0'-0' FIN. FLR 0-0' FIN, FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-22 IN ACCORDANCE WITH FBGR 2023 8TH EDITION, SECTION R301.13 AND 1609.5.1. n W/ WINDOW OPENING n TYR WALL SECTION " - NO OPENING (4_�1-STORY HIP BLOCK WALL D1 SCALE: 3/4'•I'-0' NOTE: METHOD TO BE USED FOR THE INSTALLATION OF ROOF UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2023 8TH EDITION 15 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE 11 OR ASTM D46621 TYPE III OR TYPE IV UNDERLAYMENT. FASCIA NOTES: I. ALUMINUM FASCIA TO BE INSTALLED AS PER FBCR R1043.1 FASCIA INSTALLATION OR AN ALTERNATIVE WITH AN APPROVED FLORIDA PRODUCT APPROVAL. 2. CORNER5 ON HIP ROOFS- FASCIA SHALL BE BENT AROUND THE CORNERS AND EXTEND AT LEAST 12' BEYOND THE CORNER. THE NEXT FASCIA MATERIAL SHALL OVERLAP THE EXTENSION A MINIMUM OF 3' AND BE FASTENED THROUGH THE RETURN LEG OVERLAP. 3. CORNERS ON GABLE ROOFS- FASCIA SHALL BE WRAPPED AROUND AND EXTEND AT LEAST I' BEYOND THE CORNER. THE GABLE FASCIA MATERIAL SECTION SHALL OVERLAP THE TAB AND BE FASTENED THROUGH THE FASCIA COVER AND TAB AT THE END WITH TWO FACE NAILS (1-114' X 0.051' X 0.111 HEAD DIAMETER) FOR A 2' X 4' SUBFASCIA AND THREE FACE NAIL FOR 2' X 6' AND GREATER SUBFASCIAL. iux arro era. w Lm r rx •.� �. •.r �K ,ou 4• GYP. •-Op. loco m.w 2B GAS LINE THRU BLOCK � eeua vr.rr FI5EW3,LASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 2023 W5.1.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE -ENS. GABLE TRUS8 WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2, THICK 2 COAT- 1--PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' PIN. FLR a' cm Lj - . � . , ° - ,a a< n W/ WINDOW OPENING u NO OPENING NOTE: METHOD TO BE USED FOR THE Ol-STORY GABLE BLOCK WALL INSTALLATION T I ROOF SCALE; 3/d•.I'-o' UNDERLAYMENT IN ACCORDANCE D1 WITH FBCR W5.1.1.1 OF THE FBCR 2023 8TH EDITION 15 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D486S TYPE III OR TYPE IV UNDERLAYMENT. COPW40R DEAD Dnw--TLY TO ����♦�J.li!��i!i!i!i!i���i!�!i!i8&��CELL AD PCR - ♦ ♦ �� SEALANT IMACKER UFAT.M STRIP STM KICT GAL—- DOOR TRACK DRACKM s GARAGE DOOR JAMBS D 1 SCALE: 1 1/2' • 1' -O' _2X4 SPF 24' O.G. MAX. — SECURE W/ (2) I2d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS- 5TRIL 2x RAT RUN SECURED PER—" STRUCTURAL DETAILS .// SEE ENEW Y CODE FORMS FOR INSULATION R-VALUES PER ELEVATION 5/8' GYPSUM BOARD OR 1/2' HICsH STRENGTH CLS. BOARD — R-4.1 INSULATION WINDOWS AND D SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE FENESTRATION MANUFACTURERS WRITTEN INSTRUCTIONS ------REFERENCE STSlICTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. 1/2' GYP. WL. BD. WOOD BASE FIBEWSLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 2023 905111 ROOF SHEATHINS THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICK-ESS AS PER SHEET ON]. SECURE PER FASTENER SCHEDULE ON SHEET SNI. PRE -ENS. SABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 0 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-22 IN ACCORDANCE WITH FBCR 2023 8TH EDITION, SECTION R301.13 AND I(POSB.1. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w 0 a �r sUDDIV. de TAT: ABBOTT PARK LOT #27 BLK 1 PHASE: 3 PROJECT# 04181.003-27013 ]I[ODEL• 4EWB "1499-FREEPORT" GARAGE 8'WMG: RIGHT PAGE: DETAILS %160 MPH EXP. C CI • t x PRINT 11/15/24 DATE: sCA m.- 1/4"=1'—O" sl�l" D1 11 IT - I I - I — 1- TQIh 2X6 P.T. • CENTER OF DOOR HEADER SECURED W/ (U Ul' X e' J-COLT W/ 4' MN EMBEDMENT W/ 2' X 2' X VS,' WASHER 4 MIT OR W/ (2) Ifl' X 8' ANCHOR BOLTS VS' "AGHER 4 NUT 0 0 Q1 TO BLK W/ V4'TAPCONS 1 V2EMBED, 8- OG, 4' END DIST, I Vl' EDGE DIST. M 2X6 GARAGE DOOR BUCK SECURED W/ (S) W, X 8' J-BOLT OR ANCHOR 15OLTS. W/ 4' MM. EMBEDMENT. W/ 2' OO X 2' X VB' WASHER 4 NUT. (1) WITHIN S' OF TOP, n) WITHIN 8' OF THE SIM, M (3) EVENLY SPACED. O 9 NOTE'. ALL ANC44ORS SHALL BE M ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WERE fYl(:H nJ6Tlalr.Tlt]N6 AR MORE 6TRII&s GARAGE DOOR 1 BUCK ATTACHMENT p ecls. vrr.e• 2X4: CM SECURE TO BLOCK W/ 3/16' TAPCONS MN SHANK SIZE .148 MIN HEAD SIZE 300 MN EMIBEM EN I 1 1/4') WITHIN 8' OF EACH END 4 15' O.C. MAX SPACING. 3 /4" BUCK CONNECTION 2 TO BLK DETAIL 2X4: NUB SECURE TO BLOCK W/3/I6' TAPCONS MN SHANK SIZE J45 MN HEAD SIZE 34W MIN. H'BEDMEIVT 1 1/4') WITHIN 8' OF EACH END 4 b' O.C. MAX SPACMG. 2X4,CEM SECURE TO BLOCK W( 3/16' TAF'CONS MN SHANK SIZE J45 MIN. HEAD SIZE 300 MR EMBEDMENT I1/49 WITHIN S' OF EACH END 4 16' OC. MAX SPACING. 2X6. CEM SECURE TO BLOCK WK2)3A6' TAPC.GN6 (MN. $HANK SIZE J45 MN HEAD SIZE -I= MN EMBEDMENT 1 V4') WTTHUN 8' GT111 OF EACH DO 4 IB' OC. MAX V2' DRYWALL SPACING TO !# PCIW 2X& ® SOLID W/ P61 TO BROOK CONCRETE Ft RE ( W/0) 3E UVl2) 3/li' TAPCONS CALL RV (U S VERTICALLY (MIN. SHANK SIZE .H9 MN HEAD SIZE 300 1'X4' Pt. N4UJ=R MN EMBEDMENT 1 114') WITHIN 8' IFEACH END BED. X 4' MN ! b' OC. MAX S,PACRY. CASING NOTE. SHIM AS NEEDED TO PLUMB JN'B (DO NOT EXCEED VC) DOOR JAMB PTO BLK DETAIL J V4 • 1'-d 2X6: CEO 2X6: CEO SECURE TO BLOCK SECURE TO BLOCK UV(2) 3/16' TAPCONS UV(2) MI6' TAPCONS MN, SHANK SIZE J45 MR SHANK SIZE .145 MN HEAD SIZE 300 MN HEAD 617E 300 8' cm MN EMBEDMENT 1 1149 MN EMBEDMENT 1 1,14') VT' DRYUk1LL WITHIN 8. OF EACH END e• cm URT14N 8' OF EACH END w CMtU ! b' O.C. MAX SPACING. 4 b' O.C. MAX SPACIN3. bu4 P.T. OR 5/4'X4' MN I!l' DRT1114L.L IR' DRYWALL SECURE TNRU HRAME t I'X4' 2X8. ® 2X& I� EXTEND I-V4' NTO PT- NAILER I'X4' 1'X4' BLOCK UV SECURE TO P.T. NAILER ug13�TOT P.T. NAILER TAPCONS DER CA84Ny MN SHANK SIZE .145 1/16' 0.68. X 4' MN MN SHANK SIZE .HIS iDCi7R CASING MN SHANK SIZE 10 MN HEAD SIZE 30V MN HEAD SIZE Jim MN HEAD 517E 300 MN EMBEDMENT I V4') DOOR Cd6NG MM. EMBEDMENT' t V4') MN EMBEDMETNT 1-114' WITHIN 8' OF EACH END WITHIN 8' OF EACH END WITHIN 8. OF SPACE END DOOR JAMB OR WINDOW a b' O.G. MAX ♦ A LNG MAX DOOR JAMB OR WINDOW 4 18' O.C. MAX SPACING jg—ATTACH TO 2X PER SPACING— DOOR JAMB OR WINDOW SPACING. MANUFACTURES DETAILS. ATTAC44 TO 2X FER ATTACA TO 2X PER MANIFACTURES DETAILS. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB !DO NOT EXCEED V4') DOOR JA2® TO BLOCK +3/4" OR +5/4" A OW TO BLOCK +3/4" OR +5/4" 2X4. SECURE TO BLOCK W/ 3/I6' TAPCONS MN SFA W SIZE J45 MN HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') UNT44IN W OF EACH END 4 IS.' O.G MAX SPACING. 2X6: MM SECURE TO BLOCK W/(2) 3/16' TAPCGNS (MN SWANK SIZE .H5 MIN. HEAD SIZE 300 MN . 5EPMENT I I/4') WITHIN 8' OF EACH END 4 IS.' O.G. MAX SPACING. 1/2' DRYWALL 2X8: cm SECURE TO BLOCK P.T. NAILER W)(2) SAS' TAPCONS CASING MN SHANK SIZE J48 DOOR MN HEAD SIZE 300 MN EMBEDMENT 1 1,14') WITHIN W OF EACH END 4 18' O.G. MAX SP'CM DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 114') DOOR JAMB TO BLOCK +1 1/2" �IWIND011 TO BLACK +1 1/2" NOTE: SHIM AS, NEEDED TO FW-0 JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 15/18" Tf TO BLOCK +1 16/IS." 2X4. CRI SECURE TO BLOCK W/ 3/16' TAPC0NS MN SHANK SIZE )45 MIN. HEAD 613E 300 MN EMBEDMENT 1 114') WITHIN S' OF EACH END 4 b' OC. MAX SPACING. NOTE. STRUCTURAL 2X MUST BE 2X6: ® CN OU7S40E 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL W110) 3/16' TAPCONS 346' TAP CON MN I-V4' (MIN. SHANK SIZE J45 NT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 8' cm 4 ID'Or— MAX SPACMG. I!2' DRYW4LL 2XS. ® ❑ SECURE TO BLOCK I'X4• 1114(2) 3/16' TAPCON6 P.T. NAILER MIN. "&,LAW SIZE J45 DOOR CASING MIN HEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN e' OF EACH END 4 IS, O.C. MAX DOOR JAM15 OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +2 1/4" (1WINDDA TO BLACK +2 1/4" NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3" �nNnnx mn uT(xRr +v" 2X4: SECURE TO BLOCK WN 1/4' TAPCONS (MIN. SHANK SIZE AS, MN HEAD SIZE 300 WINDOWS AND DOORS SHALL BE MN EMBEDMENT I V4') INSTALLED MID FLASHED IN WITHIN e' OF EACH ACCORDANCE WITH THE FENESTRATION END 4 18' O.C. MAX MANUFACTURERS, WRITTEN INSTRUCTIONS. SPACING 2X6: SECURE TO BLOCK W/(2) 114' TAPCONS, (MIN. SHANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENTT 1 1/41) WITHIN 8' GF EACH END 8, CMU 4 b' Or, MAX SPACING. 2X& ® 1/2' DRYWALL SECURE TO BLOCK I•X4' W/(2) V4' TAPCONS P.T- NAILER (MIR SHANK SIZE .145 MN HEAD SIZE 300 1/I6' CAOL X 4' MIN. MN EMBEDMENT 1 1/4') WITHIN 8' OF EACH END DOOR CA6MG 4 IBM O.C. MAX SPACING DOOR JAMB OR WINDOW ATTACH TO 2X PER MAMFAGTURE6 DETAILS, NOTE: SHIM AS, NEEDED TO PLUMB JAMB (DO NOT EXCEED 114') DOOR JAMB TO BLOCK +3 7/16" 1� A TO BLOCK +9 7/18" 2X4: ® 2X4. I81 SECURE TO BLOCK W/ SECURE TO BLOCK UV 3/16' TAPCONS, MN 114' TAPCONS MIN SHANK SIZE 146 MIN SHANK SIZE J45 MN HEAD SIZE 300 HEAD SIZE 3" MN EMIDEDMEM 1 1/4') MN EMBEDMENT 1 1/4') WITHIN 8' OF EACH WITHIN 8' OF EACH END 4 b' OC. MAX END 4 W O.G MAX SPACING, NOTE, STRUCTURAL 2X MUST BE SPACINGx NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED 2SECURE ON OUTSIDE 4 SECURED SECURE TO BLOM THROUGH NON-STR CTURAL TO BLOCK THROUGH NON-STRUCTURAL W/(2) 3/16' TAPGONS 3A6' TAPCON MN 1-1/4• UV(2) 1/4- TAPCGNS MN 3A6' TAPCON MR I-V4• MN SHANK SIZE .Wb EMBEDMENT INTO BLOCK SHANK 812E 145 MN EMBEDMENT INTO BLOCK MN HEAD SIZE 300 HEAD SIZE -100 MN MN 1 IAV 8. cm 1 1/4')8, WITHIN 8' OF EACH END WITHIN WITHIN 8' OF EACH END CNl1 4 V O.C. MAX SPACING. V2' DRYWALL 4 IS.' O.C. MAX SPACING. V2' DRYWALL 2X& ® ❑ 11X4' 2X& C292 1'X4' 6EC� TO BLOCK P.T. NAILER SECURE TO BLOCK P.T. NAILER W/l213/16, TAPCONB DOOR CASING W/(2) V4' TAPCONS MN SHARK SIZE .148 MN SHANK SIZE .148 I' P.T. X 4' MN MIN HEAD SIZE 300 MN HEAD 61ZE 300 MN EMBEDMENT 1 U4') 2ND 2X BECl11E TO STRUCTURAL MN EMBEDMENT I V4'1 DOOR CASING WITHIN 8' OF EACH END MEMBER WK2)Tld WITHIN 8' WITHIN 8' OF EACH END 4 IS.' OTC. MAX OF I AC44 END 4 6' TO 8' O.C. MAX 4 18' O.C. MAX SPACING. SPACMG� DOORJAMBOR WINDOW DOOR JAMB OR WINDOW ATTACH TO 2X P'ER ATTACH TO 2X HEIR MANUFACTURES DETAILS. MANFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMD NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') JAMB fDO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3' DOOR JAMB TO BLACK +3 3/4" 01�OWT �+3" ` wsq TO BLOCK +3 3/4" d N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 WwW.abde igngroup.com AA #: 0003325 w h W [� C C C C S SU13DiV. dt TAT ABBOTT PARK LOT #27 BLK 1 PHASE: 3 PROJECT# 04181.003-27013 MODEL 4EWB "1499-FREEPORT" C3ARACSE GIFMC3t RIGHT PACE: DETAILS 160 MPH EXP. C PRODUCT APPROVAL LISTINGS (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 11473.7 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 11473.1 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2024 11473.10 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 20Z3 FBCR 12/31/2024 10456.3 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 13872.14 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 13872.4 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 13872.8 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 13872.7 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 13872.12 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10456.2 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10456.10 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10446.1 SIMPSON STRONG -TIE STRUCF. COMP. WOOD CONNECTORS 20Z3 FBCR 12/31/2026 10447.1 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10446.5 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10441.4 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 11496.3 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10860.2 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 11496.5 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 11496.4 sIMPSON STRONG -TIE STRUCT. COMP. WOODCONNECTORS 2023 FBCR 12/31/2024 10441.3 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 13904.6 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECFORS 2023 FBCR 12/31/2024 10531.20 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10531.16 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 10531.9 SIMPSON STRONG -TIE STRUCT. COMP. WOOD CONNECTORS 2023 FBCR 12/31/2026 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2023 FBCR 12/31/2026 16503.1 KAYCAN LTD. PANELWALLS EXT. SOFFITS 2023 FBCR 12/31/2026 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2023 FBCR 3/2/2030 16544.1 ALPHA ALUMINUM, INC. WALL PANELS EXT. SOFFITS 2023 FBCR 7/10/2033 41886.24 MI WINDOWS & DOORS TWIN WINDOWS 3540 TWIN SINGLE HUNG 2023 FBCR 11/3/2025 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2023 FBCR 11/18/2027 41886.1 MI WINDOWS & DOORS SINGLE HUNG - 2023 FBCR 4/12/2027 15332.2 MI WINDOWS & DOORS SLIDING GLASS DOOR NON -REINFORCED 2023 FBCR 12/3112024 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR REINFORCED 2023 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2023 FBCR 12/31/2024 15353.4 MI WINDOWS& DOORS WINDOWS VERTICAL MULLIONS 2023 FBCR 12/31/2024 17869.1 ALL AMERICAN SHUTTERS & GLASS SHUTTERS STORM PANELS 2023 FBCR 12/31/2024 5678.1 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2023 FBCR 12/31/2038 5678.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2023 FBCR 12131/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2023 FBCR 12/31/2026 15279.20 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2023 FBCR 12/31/2026 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2023 FBCR 12/31/2026 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2023 FBCR 12/31/2026 23956.2 THERMA-TRU EXT. DOORS 6'-S" SWINGING EXT. DOOR w/SIDELITE 2023 FBCR 12/31/2026 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR w/SIDELFFE 2023 FBCR 12/31/2026 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2023 FBCR 12/31/2026 20461.9 THERMA-TRU EXT. DOORS SWINGING single lite EXT. DOOR 2023 FBCR 12/31/2026 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2023 FBCR 12/31/2027 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2023 FBCR 12/31/2026 3792.2 LOMANCO, INC. ROOFING ALUMINUM ROOF LOUVER 2023 FBCR 10/4/2025 10477.1 JAMES HARDIE BOARD ARTISAN LAP SIDING 2023 FBCR 12/31/2026 13192.2 JAMES HARDIE BOARD HARDIEPLANK LAP SIDING 2023 FBCR 3/31/2026 13223.2 JAMES HARDIE BOARD HARDIE ARCHITECTURAL PANELS 2023 FBCR 12/31/2026 19901.1 JAMES HARDIE BOARD HARDIE REVEAL PANEL SYSTEM 2023 FBCR 12/31/2026 13265.1 JAMES HARDIE BOARD HARDIESOFFIT PANELS 2023 FBCR 12/31/2026 30310.1 IKO ROOFING ASPHALTSHINGLES 2023 FBCR 12/31/2099 158.1 CASTCRETE STRUCTURAL LINTELS 2023 FBCR 7/29/2026 15272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2023 FBCR 12/31/2026 15272.2 ALSIDE ALLIANCE'T4' VINYL SOFFIT SOFFIT 2023 FBCR 12/31/2026 41778 GLOBAL BAMBOO TECHNOLOGIES, INC. WALL PANELS BAMCORE PRIME WALL SYSTEM 2023 FBCR 1/1/2025 17188.1 MID -STATES ASPHALT & CANT STRIP, INC. ROOFING MSA QUIK-FELT 2023 FBCR 9/10/2026 14634.3 PLY -GEM WINDOWS SLIDING GLASS DOOR - 2023 FBCR 12/31/2025 16103.1 PLY -GEM WINDOWS WINDOWS SINGLE HUNG NON -IMPACT 2023 FBCR 12/31/2024 16100.1 PLY -GEM WINDOWS WINDOWS INTERGRAL MULL 2023 FBCR 11/30/2026 8248.3 WAYNE DALTON GARAGE DOORS GARAGE DOOR MODEL- #1105 2023 FBCR 12/31/2026 8248.9 WAYNE DALTON GARAGE DOORS GARAGE DOOR MODEL- #1122 2023 FBCR 12/31/2026 8248.1 WAYNE DALTON GARAGE DOORS GARAGE DOOR MODEL - #1100 2023 FBCR 12/31/2026 10737A1 WAYNE DALTON GARAGE DOORS GARAGE DOOR MODEL- #1123 2023 FBCR 12/31/2035 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2023 (8th EDITION) BUILDING CODE INFORMATION SYSTEM @ W W W.FLORIDABUILDING.ORG CONTROL DATE: 08.07.24 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngroupxom AA #: 0003325 F rn a 8 0 N Q iu Fy: V 9ulmrv. de LAT ABBOTT PARK LOT #27 BLK 1 PHASE: 3 PROJEC3T# 04181.003-27013 MODEM, 4EWB "1499-FREEPORT" CFAliAGE 8WINO: RIGHT PAGE: PRODUCT APPROVAL LISTING %160 MPH EXP. C F� DATE: 11/15 '24 BOAl.r- 1/4"=1'-0" 311E= 3 PREFOR' m CONTROL JOINT �• '— -� PTWIMASTER3 COAT CEMENT / FLANGE OF CONTROL JOINTS T \ BE WILD TIED TO LATH • 9' UAa6 LAYER 4, PORrIFIBER OL. MAX (VERT) NOT DO OWLDIN(s PAPER NOT FASTEN CONTROL JOMr TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES UV APPRO%+D METAL LATH W LEG MAY DE USED TO TEMP. FASTENED .1' (VERB.) O.C. MAX SECURE CONTROL JOINT AT SUPPORTS DURING INSTALLATION WR8 LAYER M, FASTENERS BE BPACm STUCCO 11RM Or- MAX1 T` O.C. MX VERTICALLY ' 7—I OOD SHEATHING LATH ^.+I.6AL.L NOT saP MIN DE CONTMUOJB . nlra ro a8' TJOINTHRO ft�BFWL.L PER A87M CI069 PROVIDE 2X4 BLOCKING PLACED FLAT MAX. W TO D' FROM CONTROL JOINr WHEN CONTJOINT FALLS ON ROL STRA=TURAL Sn)D 1. FAB� TQERB FOR LATH TO DE NAILS OR\ STAPLES IN COMPLIANCE W/ ASTM CI063 i 2. WIRE MO TO BE (NO. 18) 0ID41S• UISiE 3 SLOCXW. SHOM MAY BE IN ADDITION \ TO WALL STUDS REOUSRED PER PLAN u - UL .6" 7m m7 " Wa' OLFap NWAlp+rr.A ®p0_ O I— w - PT- A 2 CIT.AB[ . Pf-D A CRFAw . Pr. C OLiq.D ItJllAlm. M.4 1ra.D 46 ® L raLo INUAtm . n. 4 3CEASE+Pr.G 41Y)LD Pr. C CND! PT. D TLL Pr-C TOIESE6 Dona, PLANSe g e... RIA- ran. Bz Na_ MOM APPROVED BUILDING WRAP 6' SMALL DE LAPPED A MINIMUM OF b' • VERTICAL LAPS (ROLL 4',W SELF -ADHERING PIEMIDRANE F3.A,9H2Ys (COMIPATIBLE WJ HOUSE E11108) t B' . HORIZONTAL LAPS. WRAP MATERIAL) OVER 4• ALL SEAMS NEED TO BE LATH VERTICAL LAP TO BE I' APPROVED HOUSE WRAP. WITH FORTR R SHEATHINFLASHING TO EXTEND ONTO PIPE / I'OR LESS PIPE 1' WWSELF-ADHERING. MEtT8RANE PENETRATION FLASHING (CO'9PATIBLE UY HOUSE MRAP MATERIAL) OVER 4.4' YAPE- SELF-ADI•ERMG MEhbRAM FLASHING OVER APPROVED HOUSE U.RAP_ — — CUT AND OVEIRAP ONE SIDE OF SELF -ADHERING MEMBRANE METAL LATH FLAStNIHYa CUT AND OVERLAP ONE SIDE OF CJT EP "I SELF -ADHERING MEMBRANE =r-�—`— FLASHING MwZ LAYER M, ��� 3 COAT CEMNT E WLAYER R, STUCCO WRAP I STUCCO WRAP c• nM PApPR L.w 6ELau ONLY METAL LATH WRD LAYER 4, FOR.TIPEER WRS LAYER 4, FORTIFIDER BUILDING PAPER WRD LAYER'S, FORTffIBER �DUILr, BUILDING PAPER METAL LATH PAPER UPS 6'.&' SELF -ADHERING MEMBRANE STUCCO WRAP FLASHING OVER 4'.4' SELF-ADHER NS. MEMBRANE I FLASHING OVER APPROVED WOOD SHELATHING INSTALL FASTENERS CCLIPS, STRAPS, STRAPS, STAPLES) AS FLASHING TO EXTEND OMO PIPE REQUIRiD TO SECURE 4*1W SELF-ADNERINCT MEMBRANE WIfe TO fRAMMG FLASHING OVER APPROVED HGLSE WRA'- W11a FLASHING TO EX E ND ONTO PIPE LAnM P, 4' OVER 2 APER LAP ALL LAP ji' COW. DEAD OF SEALANT SCALE: I ve .r-® INSTALL VED HOJ6EWRAi' AIR INFILTRATIONS BARRIER OVER -:. SHEATHING ELASTO'ERIC COATING OVER STUCCO/ CV. FINISH <SEE 7YP W411 SECTION) VERTICAL LATH & PAPER DETAIL WOOD STUDS \ CJ C-rl� PER SECTION R7W 7 Exterior lathing and plaslenng NOTE, SHEAiHIIfiG Extenor use of portland cement plaster shall -Ply Vnth the application SIDE LAPS OF METAL requirements of ASTM C 926-18b. PLASTER BASES SHALL 5E SECURED TO BUILDING Installation of exterior lathing and framing PRAMINa MEMSfERB- PAPER bLAP shall comply with ASTM C ig8319a, THEY SHALL BE TIED or ASTM 1787. BETUAMN SUPPORTS WITH 00418-IN. (I314'1M) STUCCO s LPAPEa LURE AT INTERVALS NOT Leap . MOPE THAN 9' (229-YML A8 PER ,D,STI.1 CI0S3. PIPS P NITRATION DETAIL C �'41'fi , O KICKOUT NOTE, 3A 'OR�'�OF1� HORIZONTAL LATH DETAIL INYLAYERS, TEARS B E PATCHED & PAPER DETAIL W44 WMOUSE UIR'AR' TAPE PER MANF. SPEC, OR PEEL t STICK .Y) I °'Aiy _ ROOF Ism , C� —U1AT.R roNT liAL num oR MOLOM Qatlarcwv IIIN-L i9li[Cn01.� IL4ARNS AT BOTTOM G° 110.:P 1 WOOD SHEATHING - OR CMU -UJR5 LAYER 01, STUCCO WRAP (FRAME ONLY) -J' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB t TAPE OVER ROOF/WALL 5GREED WX5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP 5HINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS "L" FLASHING N.T.S. LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFIBER ...... BUILDING PAPER) METAL LATH x—xx—x STUCCO WOOD OR 1/16" ZIP WALL SHEATHING SELF -ADHE5IVE FLASHING NOTE: METAL LATH: LATH TO BE PER SECTION R1031d / ASTM G1063-20155, MIN. 2.5 L55- PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PEGIFIGATION5) i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-5078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 4 W y lk i4 Y C $ 0 C M A sxn3ro rk I40T ABBOTT PARK LOT #27 BLK 1 PHASE: 3 PROJECT# 04181.003-27013 MODEX.: 4EWB "1499—FREEPORT" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP, C Dw11/15/24 SCALE: 1/4'=1'-0" 91MCM WA1 Of INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: ::..X.; L BOTTOM. 2. SIDES- 3. TOP VENT CAP IS TO BE SET IN BED . ,.I.. OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE - TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL 1 X JOINTS AND INTERSECTIONS 1 I APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDES. Ys' CAULKING • JOINT ALL AROUND I PER SECTION R703.7 I I Exterior lathing and plastering BACKER ROD I I Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-18b. Xf- ?E Installation of exterior lathing and framing t r shall comply with ASTM C 1063-49a, or ASTM 178T UARB LAYER N, r' r, .-X: STUCCO WRAP HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 41, STUCCO WRAP) WRB LAYER #2 (FORTIFIBEIR BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER SECTION R-1031.1 / ASTM C1063-20188, MIN. 25 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEi VERIFY LC FINISH 6' SELF ADHESIVE OVER TOP E SIDES FLASHIWa UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS) BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALE_ N.TS. 'yttia I V 1iCL.CIYC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION i APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RICs1D POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ELEC. METER FIELD VERIFY LOCATION PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION IURe LAYER h, STUCCO WRAP HOUSEWRAP BELOW GUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP #3 WOOD CONSTRUCTION S' cm WOOD SHEATHING ARB LAYER ry, STUCCO WRAP WRB LAYER -2. FORTIF15ER BUILDING PAPER METAL LATH .'US' TEXTURED FINISH • WOOD -FASTEN TO WOOD STANCTURAL MEMBER • T' OL. MAX V TON MD -WALL IUSEP SCf7E1110 WIDE STRIP SELF ADHESIVE FLASH9Ys, CLEAN MASONRY BEFORE APPLYING TEXTURED FINISH • MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) S' WRB LAYER 01, STUCCO WRAP WRB LAYER 01, STUCCO WRAP APPLY 60 MIN SELF -ADHERING _ GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEUIRAP WRB LAYER 42, FORTIFIBER BUILDING PAPER STEM' *4. 4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STEF #(o OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F m gsC C I SLTBDIV & LOT: ABBOTT PARK LOT #27 BLK. 1 PHASE: 3 PROJECT# 04181.003-27013 MODEL 4EWB "1499—FREEPORT" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C A .: x DA 11/15/24 SCALE: 1/4'=1'-0° slim= Yd A2 LEGEND DRAINAGE PLANE (U)RB LAYER 01, STUCCO WRAP) UJRB LATER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO fT^7 WOOD OR-1/lro' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER SECTION R103.11 / ASTM C1063-20188, MIN. 2.5 LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) -1, 2 1/2' CORNER BEAD (FASTENER 4 SPACING 6 1- O.G.) CMU 1/2' T141CK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14-B CORNER BEAD C BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F We � a Q 9ulwiv. & LOT ABBOTT PARK LOT #27 BIX 1 PHASE: 3 PROJECT# 04181.003-27013 MODEL. 4EWB "1499-FREEPORT" GARAGE O WXNG: RIGHT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. C m'. Pp.MTDATE: /211/154 SCALE: 1/4"=1'—O" SIEMT WA3 LEGEND DRAINAGE PLANE (LURB LAYER 01, STUCCO WRAP) LURE LAYER 02 (FORTIFIBER - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO WOOD OR 1116' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING NOTE - METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM G1063-20188, MIN_ 25 LSS. PER &a YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) IAA THICK ZIP W4LL (FLnuL) 9 � HARDIE "REVAIL 7-I/1' x p x SA 6�'— RING ADFE (F113192.5) I d ` SELF -ADHERING < I FLASHIN, / ` TLT('FLtl]ZIP ®TARTER BTRIP \ ` _ ,, F', RING _ GALVD METAL GALV'D METAL — _ 'T FLASHW. Z' FLAbHW. DD NC7 CAt1LK OR II YaCov 1. ILAATETRIM MEMBER 6EAL owENMG Yam' XD6� TEDR COP1TRIM \� ORR APPROWI%W SEALANT SIDING TO STUCCO ® BLOCK TO FRAME TRANSITION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 ww W.abdesigngroup.com AA #: 0003325 H h IL SVHDIV. & w1ABBOTT PARK OT #27 BLK 1 PHASE: 3 PROJECT# 04181.003-27013 MODEL 4EWB "1499-FREEPORT" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C m lO N 993j PRINT 11/15/24 DATE SCALE: 1/4"=1'-0" SI-EMT V V A4 AVAILABLE SIZES MOUNTWG CARE OULD BE TAKEN IN KEEPING THE VENT PROPER - AL 1VENT P PE IS SEALED F UTILIZEDNAIL IN . PIACE SHO.AN IN 40'' GALVANIZED D. l4' N- LS AT EACH CORNER. ROOFING CEMENT PLED TO ALL SHINGLE EDGES NEAR THE PREPARATION OUTER EDGE AND AROUND THE ENTIRE PERIMETER AS CUT CUT THE GOOSENECK VENT OPENING IN THE NECONIMENDED IN SEVERE WEATHER COASTAL SHEATHING. SIZE THE OPENING IN ACCORDANCE —THE CONSTPUCTONZONES. CHART SHOWN. NTHEEVENTAMECHANCALVENTFAN S USED, SIZE THE VENT OPENING IN ACCORDANCE NTH VENT FAN FACTURE PIPING CONNECTION DO INSTRUCTIONS. NOT CUT INTO TRUSSES OR RAFTERS WHEN CUCUTTINGTHEE OPENING I NTHE ROOF. FIT ING REMOVE INTERFERING SHINGLE NAILS AROUND THE PE METER OF THE OPENING SO THAT THE NNLING FIANGE OF THE VENT LAYS FEET TO THE ROOF GHEATIING, SLIDE HE TOP AND SIDE FLANGES OF THE VENT UP AND UNO I- THINGLES-`THE SHINGLES CM VENT FIANCES TO MAY ON E I o THE TOP of THE sHINGLEs. ROOF HOOD VENT DETAIL SCALE. NM woum TUCK rarae�1\ atHE,PA LINE OF UIImPL OPENM FOLD N AT APPRO�SD Hg10E14EAP \ OVERMEALL ov£R - uD atuD uwt eLOFr STEP 1 PLASHM OVER HAILING R A WGE AT JA11w EXtEND FLABHIH4 MIN I' BELOW BILL RD(\J/\ NSLE FLAMAlG DO NOT SEAL BOrtOY FN STEP 6 VINYL HEAD PLASHING (WARM DAMW NA, LING, RAMC# I 6F7t-AD14ERMG H-ASHNG 1' MN aw"OND JA'B NSTALL VNYLI CAP ALIGN FLASHING UY INT. EDGE OF SLL RO. MECHAMCALLY FASTEN FANNM EDGER. (CAP NALB, STAPLES) INSTALL DUPONT FtE)d~ AB TI PLABNMG AT THI POLO HOJBEIWaAP DOWN s TAPE DIAGONAL CUT . AICp086 WAD EV WIN O ASPHALT SATURATED FELT SHINGLE COURSES LAID OVER UPPER PORTION OF FUWGE PIPE NEOPRENE-1 PLUMBING VENT DETAILS SCALE MS 4'PLY %, X SEALdN AMGS AM 4'•PL7 TO ANOCW NA LANGE N NlE-MrA IOL.ES OR INSTALL 6' ME ADFESIVE - 54CKED R MN • PLASHING MATERIAL 0VW DRIP CAP JOINT (PF4gV 0-WRAP 67-20),L - EMM STEP 7 STEP 8 '<tIzz) WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS 36' WADE VALLEY FLASHIN N�pOFASTNERS WITHIN SOC OR HEAVIER PELT fGENTERLINE II FAST" IN UNDERUIYMENT END OF SHINGLE 1� ( NDENDSHINGLE ASPHALT AT LEAST 12' BEYOND ROOFING VALLEV CENTERLINE CEMENT I - CUPPED OFF _ CORNER AT 45 DEGREES SHINGLES TRIMMED T BACK FROM VALLEY CENTERLINE NaM L IT IB T1E OCNTACTORS REBPGNBBILTY TO VERIFY ROOF VALLEY DETAIL WOLMEOPA,SSEALAOILITY SEVIRALANTS 4 SEL -AWMEMING °"'° THE COI7AP, SEALANTS . BELF_ADNEALL TS IN SCALE: NT8 R.ABHNG MATERIAL& usm DURING CONSTRUCTION 2. INSTALL ALL MATERIALS PER MANIFACTURERS wxTTEN SPECBTCATIONS WA W- SEALANTS MAY REACT ADVERSELY F NOT COMPATMBLE NOTE: CLEAN AND SEAL JAMS TO $ILL JOINT$ WITH DOW Ift FOLLOWING COMPLETION OF EXTERIOR RETROFIT WOFK NOTE: REPAIR SCHEME SHOWN SHALL SE IMPLEMENTED AT ALL WMOWS, WITH EVIDENCE OF WATER INTRUSION 15ELOW THE WINDOW OPENING sEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT APPLY OBI H2U (O M AL) SEALANT . UINDOULLFII JOINT. FLUID AFrLIED FLABRNG (LANCO UNITE -SEAL RC -SS OR EOUA).. SLOPE BILL TO EX L IT 18 THE CONTACTORS BELL FROCILTY TO LLO THE ANTS 4 SELIITT LF ALL PRODUCTS IN TERIAL SEALANTS .SELF-aDIERING R-ASIdnNG MATERIALS USED D19QAJC CONGTRICTIRL 2. PL45HM3 AT EX?M01t WNDOW AND DOOR OPENINGS SHALL BE INSTALLED N ACCORDANCE PITH MANIFAOTUF£R'8 INSTALLATION NSTRICTIONS AND APPF%0VW METHOD U OF FBC R103.4 U N ACCO®MICE WTH FENESTRATION MANFACT ''S INSTALLATIOi AMC, FLASH1143 NSTRUCTI01SW WARiIYS- SEALANTS MAY REACT ADVERSELY IF NOT CQ'1PATIDLE WALL FLASHING INSTALLATION DETAIL (MASONRY) SC.ALC-: NTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.a 6designgroup.com AA #: 0003325 y � 8 A SUBDIV. & I.oT ABBOTT PARK LOT #27 BLK. 1 PHASE: 3 PROJECT* 04181.003-27013 1[ODEL 4EWB "1499-FREEPORT" GARAGE EWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C DAR w 11/15/24 SCALE: 1/4"=1'-0" BFtEET WAS _ _-I --- _ --------T 11 11 1/5. TDdRRED FINISH a IWOD, /----- V2' TEXTURM _ x --- F� ! -.-' 2x6 SUB-BANb FINISH a CMU / i ( W/I'x4' NOTCH a METAL LATH I x x x x x t — -"' ; END, WRAPPED IN / I_ PEEL STICK METAL FASCIA WQAP WOOD SHEATHING x x x x x x / N x x x x x x 1 ! 1; WRB LAYER 01, x x x x x x x x x x x x DRIP EDGE tt STUCCO WF2AP(FRAME ONLY) WRB LAYER '2, FQRTIFIESER x x x x x x x x x x x x x ; 1/S' TEXTURED I t BUILDING PAPER - (FRAME ONLY) x x x x x x x x x x x x x FRAME OR GMU t FINIS(! +� WOOD I tt 2xe Sm eAND m ROOFMG O�NT x x x x x x x x x x x J FELT PAPER t 11/8' t ,, 1/2' TEXTURED x x x x x x x x x x t d- <� FINISH is GMU / `1 DRIP EDGE x x x x x x x x x x .. DRIP EDGE / METAL FASCIA \� t� METALKCKOUT x x x x x x x x x x x x (REFERENCE POINT f` WRAP Ya' FROM �t ©FLANj X ONLY FOR WALL OFF STUCCO, 1' FROM t SET OF COMPONENTS) \------ -----I WOOD WALL t ' \ / t EXTERIOR WALL METAL FLASHING, WRAPPED (FRAME OR GMU) \ tt I MIK Y4' ABOVE BOTTOM OF DRIP EDGE `1 NOTE: NOTCH FOR 2X6 SUB BAND ONLY ROOF KICK OUT REMOVED 2x SUB -BAND FOR CLARITY W/%'x4' NOTCH m APPE IN t ROOF DECK (BEYOND) DEL 4 STICKD \ ROOF CEMENT a 'ROOF EDGE, 1' OFF WALL \ NOT INTO STUCCO) OMITTEROOF D OR \� 1 11'1/&' TEXTURED FINISH 6 CLARITY ��\t\ WOOD, 1/2' TEXTURED SUB BAND DETAIL CP WALL FINISH g CMU / / 2x6 SUB -BAND W/I'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK ®E L V%T f ON METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL 3A x _ x x x x x x x- x x x x x x II I x x x x x x x xxxxxx x x x x x FRAME OR GMU PRE-ENG'D TRUSS TO BE CUT a x x x x x x x x x x x x x x x x x x x x x x x x x x WALL KICK -OUT FLASHING WALL LINE TO AVOID CONTACT x x x x x x x x x x x ' FELT PAPER W/TEXTURED FINISH x x x x x x x x x x ;: :.. ,,.... ._ _ .., 2'x4'x4' m' xxxxxxxxxx D EDGE RIP SCABBED TO TRUSS x x x x x x x x (REFERENCE POINT W/12d NAILS 6'-8' x x X x x ONLY FOR WALL OFF O.G. MAX. SET OF COMPONENTS) 2x SUB -BAND W/%'x4' NOTCH A END METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF — .y. DRIP EDGE 2x SUB -BAND METAL FASCIA WRAP Wll1 'x4' NOTCH m FL AN IN FEEL 4 STICK ( DRIP EDGE EXTERIOR WALL -ROOF CEMENT 9 (FRAME OR GMU) ROOF EDGE OMITTED FOR SUB BAND DETAIL @> WALL CLARITY W /KICK —OUT 1 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 w .abdestgngroupxom AA #: 0003325 F w C SITBDrv. & Zo—Til ABBOTT PARK LOT #27 BLK 1 PHASE: 3 PROJECT# 04181.003-27013 W01=1: 4EWB "1499—FREEPORT" GARAGE BMWG: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C DA 11/15/24 SCALE: 1/4"=1'-0" 814E=A 6 FOUNDATION NOTES 0 O 00 �v 27'-3" 23'-3" T-6" 11'-3" r TE-1 7 +-31/2" w WaLL w I ~ 0 0 w w CONC. ~ 0' 4" CONC. SLAB n SLAB sA f EXTEND - — _ 4 FM-12X1Brr 1 4 SLAB 1 112" 2.1 ii 1.1 2.18" 6'-2" 5'-8. 15'-4" it it I 4" PVC CHASE rr rr o I rj rr _ i if I rr I X ;; I rr I b 21 0" IT-1)"' 1 ml "I 1.1 TOP OF I SLAB v I . I I EXTEND I I SLAB 1 112"_ TE-2 • I r— _ — I 5 1 /2" I • I I 5 3'-4'� 166., 1.1 ( • I co I w rl I N N ( Qj LL 4" CONC.' (� LL EXTEND SLAB ' SLAB 1 112" 1 ( ISM *3 112" LL"F 4 112" 4112 *7 1 Y2" 1 121 TE-1 FM-12X18 1.1 = FMC-12X18 T — — — FM-12X18 — — — FMC-12X18 — — 4 4 4.._4 1.1 1.1 5' 8" 9'-0" 1'- 4'-2" 16'-0" 1'-7" 14' 8" FOUNDATION PLAN SCALE: 114" = V-0" 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE 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 1/2" FELT PAPER AT THE JOINT, 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.EIINDICATES #5 BAR, OINDICATES #6 BAR,®NDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36-), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS 0) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 1OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2023FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 8th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 31/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF_ T.O.F. SHORT LONG TE-1 8" SEE PLAN 8" - (1)#5's FM-12x18 12, CONTINUOUS 18" - (2) #5's FMC-12x18 12' CONTINUOUS 18" - (2)#5's #5 IN CURB VARIES TE-2 12" SEE PLAN 1" - ) s FM-12x12 12" CONTINUOUS 12" (2)#5's NOTE: FOR EXTENDED FOOTERS REFER TO DETAIL 11 ON SHEET S1.1A 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AN #: 0003325 F W g t Q MN ABBOTT PARK LOT #27 BLK 1 PHASE: 3 PROJ=T# 04181.003-27013 MODE? t 4EWB "1499-FREEPORT" GARAGE SWMG: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C N 2 DATIC: 11/15/24 1SOALE: 1/4"=1'-0" 811mmT S l i 3D" MIN. EACH WAY FOOTING STEEL REINFORCING IN GROUTED } z STEEL REINFORCING IN GROUTED tlA,0NOLITHIC CELL SEE PLAN FOR SIZE AND a �. CELL SEE PLAN FOR SIZE AND > ��s° SPACING REQUIREMENTS 6Z SPACING REQUIREMENTS 11 _ DOOR —GARAGE P RECESS 4 o" ° FM h - - 8" CMU WALL 8" CMU WALL > CORNER BARS, SAME SIZE AS LARGER BAR e" z N +-0'-0" TOP OF SLAB IN FOUNDATION WITH 30" LEG EACH o'p� d - WAY AT ALL CHANGES IN DIRECTIONS . e SO THAT THE STEEL REINF. IS CONTINUOUS N TOP OF SLAB 4 n MATCH AMOUNT OF CONTINUOUS BARS CURB FOR SEE SLAB SCHEDULE < ae BAR SIZE 48 BAR DIA EXT. PORCH SLAB 4" CHAMFER (1-STORY) 18" L- -VARIES SEE SLAB SCHEDULE TOP OF GARAGE - EXT. PORCH SLAB 4" CHAMFER . I ILL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET p. AT ELEV: ISOLATION 6" CHAMFER (2-STORY) (1STORY) '_� 0'-Y. JOINT (WHERE ♦ - • -- #4 24" APPLICABLE) SEE SCHEDULE #6 30" W/ 1YY' ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE • APPLICABLE) SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR MD, BAR SIZE - 36 z FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY — - AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING ONO -FOOTING ��@ MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE. 3/4' -t'-0' GARAGE 3 CORNER BARS DETAILS 4 DOOR OPENING 34 ° SCALE: 3/4"=V-6 LAP TOP PLATE A MIN. OF 48" �y LAP TOP PLATE A MIN. OF 46" AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE SECURED W/ 2- PART ° SPACING. SINGLE BTM. PLATE 1/2'x9" WEDGE ANCHOR W/2" BTM. PLATE TO BE PT - 2' CAPPED a I EPDXY, MIN. EMBED TO BE PT. PROVIDE DEL TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL TOP PLATE SECURE ST. PLATE TO GALVANIZED PIPE a 8", UNO PLATE EPDXY 6-1l2' EMBED. MIN. @ t6" OC SLAB W/tOd MASONRY W/FLANGE @ BASE i FOLLOW ALL MANE. SIMPSON SPH4 OR SPH6 MAX- NATL 12" O/C STAGGERED. m I SPECIFICATIONS FOR USE AND BTM AND TOP PLATE ADDITIONAL METAL CONNECTORS NOT _ Q' PREPARATION OF ANCHORS W/ 10d x 1 11Z' REQUIRED WHEN NO 0 4^ 4" HOLE. COMMON NAILS FILL ALL HOLES, DO NOT USE tOtl UPLIFT IS PRESENT. SECURE FLANGE TO _ x 3" SLAB SCHEDULE EE SLAB SCHEDULE SLABWI14) 114" X 2 1/4" TAPCONS [SEE 0_p a 4CAMFERT(ORY) 6CHAFER 2STORY) " POF SLAB a POFSLAB ° eAN. SEE SCHEDULE EQ. ED. SEE SCHEDULE FOR MD. BAR SIZE FOMD. BAR SIZE ADDING BAR TO BARQUANTITY AND BAR QUANTITY BOLLARD MONOLITHIC FOUNDATION � INTERIOR C URB FOUNDATION WOOD WALL ��INTERIOR CURB FOUNDATION WOOD WALL f2 � BCALE 3l `° (W! UPLIFT) SCALE:3/4"="°" (NO UPLIFT) (1)#5 REBAR VERTICALLY W/CONIC. LAP TOP PLATE A MIN. OF 46' g w POURED CELL AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED _ 8" CMU NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS ¢ #4 REBAR @24" O.C. @CENTER OF SLAB 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE z _z PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO PROVIDE DBL TOP PLATE SLAB W/10d MASONRY NAIL a w - 12" O/C STAGGERED. J ADDITIONAL METAL m CONNECTORS NOT O c REQUIRED WHEN NO n 8" CMU WALL - UPLIFT IS PRESENT. +_ IL 4" GONG, REINF. W/ I� g O ON •� TOP OF SLAB � r S-M6�6IL P Y ET 6�MIL POLY ETHYLENE SEE SLAB SCHEDULE---.�� _le _ - VAPOR BARRIER ON SEE SLAB SCHEDULE a 1-0 WELL -COMPACTED x I +_ry_0" z CLEAN FILL TERMITE TOP OF SLAB . a. z g "ISOLATED" COLUMN PAD TREATMENT SHALL BE 4 CENTERED UNDER WALL AND ° S BORA-CARE POURED MONOLITHICALLY WITH a FOUNDATION AND SLAB I (2I CONT. #4 REBAR e I� If SEE SCHEDULE SEE SCHEDULE FOR WAD, BAR SIZE ' (2) #5 REBAR ON CHAIRS .'h= FOR WAD. BAR SIZE ./ AND BAR QUANTITY • as AND BAR QUANTITY /ilf COMBINED EXTERIOR MONO- 12"MIN DEPTH INTO �w 2,DDDPEPVIRGIN$OILOR9$% COMPACTED SOIL FOUNDATION WOOD WALL FOOTING AND COL. PAD VIRGIN OR ENGINEERED SOIL 2> G)LINTIERIOR 10 SLAB HEIGHT LESS THAN 3'_6" DERFLAN 3!4"=,'_°' (NO UPLIFT) scALE:3/4"=r-o" EXTERIOR MONO DEEP FOOTING W/ BLOCK WALL I I SCALE: 3/4"=1'-0" 1441 N- RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 W Wwa6designgroup.com AA #: 0003325 F w m p� U Z yr9 sX6 19 Q sulmiv. at LrOT: ABBOTT PARK LOT #27 BLK 1 PHASE: 3 P3OJECT# 04181.003-27013 mODEL: 4EWB "1499-FREEPORT" GARAGE g9VrnWG: RIGHT PAGE: DETAILS 160 MPH EXP. C I XA NO T%AIFIIM 11/15/24 SCAM 1/4"=1'-0" sir S1.1A 14'-2" 9'-2" 2' 4" Ell CV 9 N 4 m 0 q N 1T-11" m 1.-,, DOWEL PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-77"078 FAX: 407-774-4078 W w W.a bdesigngroupxom AA #:0003325 F w .n .r 9UDDIV. de Los: ABBOTT PARK LOT #27 BLK 1 PHASE: 3 PROJWTIt 04181.003-27013 woaEL 4EWB "1499-FREEPORT" GARAGE 9WM0: RIGHT PAGE: DOWEL PLAN 160 MPH EXP. C TIE VERTICAL REBAR TO HORIZONTAL REBAR W/'10" HOOK GROUTED BOND BEAM VARIES PER ELEV. t < CLEAN OUT REQUIRED FOR INSPECTION o t f 0'-D" IN. FLR. A TIE VERTICAL REBAR _ TO HORIZONTAL ° REBAR W/ 10" HOOK �— �— BAR SIZE 48 BAR DIA. #3 18" m o #4 24" #5 30" HORIZONTAUVERTICAL REINFORCING SCALE: 3/4"=1'-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS m 8" CMU WALL b e� TOP OF SLAB _ 4. TOP OF SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. EXT. PORCH SLAB 4' CHAMFER (I -STORY) W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) #3 18" E+p JOINT(WHERE - #4 24" APPLICABLE) _ - MATCH STEEL #5 301, REINFORCEMENT 6" PVC CHASE PER SCHEDULE 6" PVC CHASE THIN FOOTING THRU FOOTING #� 42" MATCH STEEL REINFORCEMENT SEE SCHEDULE FOR MD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING #5 BARS 8" W aII'' • 9 T� m AMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS SCALE: 3/4"=1'-D" 1441 N. RONALD REAG]IBLVD.LONGWOOD, FL 32PH: 407-774-607FAX: 407-774-40wwwabdesigngroup AA #: 0003325 F w g �p a if R F S C C C C S SL lmm & LOT: ABBOTT PARK LOT #27 BLK 1 PHASE: 3 PROJECT# 04181.003-27013 MODEL: 4EWB "1499-FREEPORT" GARAGE SIWMG: RIGHT PAGE: DETAILS 160 MPH EXP. C Pang 11/15/24 KALE: 1/4"=1'—O*' 9IiE�R /p` S1. 2 A r. FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER - SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTENER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACTUATED FASTENER, ZF 72 PBS36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM Y-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 14. ALL FASTENERS IN CONTACT WITH CMU TO BE GALVANIZED. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM 1 B.O.L. = BOTTOM OF LINTEL 1 T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C -ON CENTER, EE.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (pi) W,xH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE I SPACING BB1 MASONRY 1 3000 1 8.8 (1)- N/A GROUTED SOLID _ UNO, PROVIDE BB1 WHERE; ROOF TRUSSES BEAR, TOP OF WALL EL. 8'4% UNO. a K_ 2 2.1 0 LL O W � e m o� LL � m GT 8RF14-1T/OM/OB 5'-4" a^ 8F16-1T/OM/OB vOTfOM/OB-,. ` 8F16(MIN)-1T/OM/1B 5'-10" ( t7-4" 6 FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 1/4" = V-0" 1 N. RONALD REAGAN Bt LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngrooP.com AA #: 0003325 NA NA q g a 9Samm & LOT. ABBOTT PARK LOT #27 BLK 1 PHASE: 3 PROJECT# 04181.003-27013 MODEL- 4EWB "1499—FREEPORT" GARAGE 6WIMG: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C N OW-?T1y a :{ice D F-p� 11/15/24 SCALE: 1/4"=1'-0" Bill= S2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W! 10" HOOK 30"TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE. 3X'=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP. B"x8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT- pF� REINFORCING (1_2} 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE- A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16" - pJti� 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL e 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16DEEP. / p5 E P Ef 8x16 08L. BOND TOP OF T e fR BEAM W/ (1) #5 BAR BOND BEAM COURSE &8 BOND BEAM TOP OFF, • OQEtJ�NO W/(1)#S BAR -.!_ BOND— BEAM p F = FILLED W/ GROUT I �O'CNO TOP l\ U -'UNFILLED GROUT SOLID FROM NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL BEAM COURSE SEE NOTE 5 PAS E(�O �16-1 T/1 B LINTEL -CAST CONCRETE GIHT L # OF #5'S, TOP LINTEL W/ BAR LOCATED PER BEAM SCHEDULE MASONRY pp. HEIGHT IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE BEAM DESIGNATION THAT XFXX-1T/1 M/OB INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM e � SCALE: 3/4"=V-0" ANDXFXX-1T/OMOBINDICATES ASINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT TOP AND XUXX -1 T11 WOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX- IDOM/05 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST .31A4" - 4 WINDOW z SILL SLOPE TYPICAL MASONRY WINDOW �1 SILL CONSTRUCTION `I' SCALE'. 1 1/2"=1'-0" w Q ¢y G 9ulwiv. de TAT ABBOTT PARK LOT #27 BLK 1 PHASE: 3 PROJECT# 04181.003-27013 MoaEs: 4EWB "1499-FREEPORT" GARAGE SITMIG: RIGHT PAGE: DETAILS 160 MPH EXP. C DATE: 11/15/24 SCALE: 1/4"-1'—O" 9HEET S2.IA "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOAD SAFE LOAD -POUNDS PER LINEAR FOOT PLF TYPE LENGTH $U$ 8/8-OB 16-1T/0 20-1T/0 4-tro06 8-1T106132-1T/0 TYPE LENGTH 8/8 PLAIN 8i8 SOLID TYPE LENGTH 818-1B 16-1Tn /20-1T/1 4-1ViB 1TM6 2-miB T-6" PRECAST 1436 952 1 3114 4217 5321 6426 7531 T-6" PRECAST 689 1024 T-6' PRECAST 2465 6113 6385 7708 9031 10000 4'-0" PRECAST 1065 700 2305 3125 3946 4765 5587 4' 0" PRECAST 514 763 4'-0" PRECAST 1961 6113 7192 6524 7627 8751 4'-6" PRECAST 819 1743 3033 3541 4300 4'-6" PRECAST 398 591 4'-6" PRECAST 62 1625 5743 7547 7547 6752 6541 7565 7565 5'�I" PRECAST 931 1247 1999 2560 3123 3686 4249 5' 4" PRECAST 411 411 5' 4" PRECAST 1319 4460 7196 7342 5780 625s 5'-10" PRECAST 817 1024 1631 2090 2549 3009 3470 5'-10" PRECAST 340 339 5'-10" PRECAST 1161 3693 5877 6036 6548 5776 6'-6" PRECAST 692 1139 3227 3031 3707 4383 5061 6-6" PRECAST 410 721 9-6" PRECAST 1139 3227 4598 7054 10000 8825 7'-6" PRECAST 570 938 2498 2205 2698 3191 3685 T-6" PRECAST 303 534 7'-0" PRECAST 938 2498N1742 4864 7067 6472 9'4" PRECAST 428 633 1593 2481 2818 2621 9,-4„ PRECAST 192 384 9'-4" PRECAST 639 1674 3081 4099 4899 10'-6" PRECAST 388 487 1407 2028 1V-6" PRECAST 151 301 10'-6" PRECAST 550 1407 2781 2781 3222 3222 3794 3784 11'-4" PRECAST 330 544 1312 2252 2868 3630 1 VA" PRECAST 132 417 11'4" PRECAST 544 1312 2252 2868 3552 12'-0" PRECAST 308 507 1210 1596 2048 2586 3191 12'-0" PRECAST 111 370 12'-0" PRECAST 507 1210 1596 2048 2586 3171 13'-4" PRECAST 270 433 1045 1365 1732 2157 2535 13'-4" PRECAST 82 298 IT-4" PRECAST 414 1045 1365 1732 2316 2605 14'-0" PRECAST 254 388 978 1272 1606 1988 2279 14'-0" PRECAST 71 293 14'-0" PRECAST 390 978 1272 1606 1950 2389 14'-8" PRESTRESSED N.R.NR NR NR NR NR NR458 14' 8" PRESTRESSED N.R. 2$3 14' 8" PRESTRESSED 1079 1429 1824 2277 2712 15'-4" PRESTRESSED N.R. NR NR NR NR NR NR 164" PRESTRESSED N.R. 252 16 4" PRESTRESSED 412 1014 1340 1703 2118 2513 17' 4" PRESTRESSED N.R. NR NR NR NR NR NR NR 4" PRESTRESSED N.R. 183 17' 4" PRESTRESSED 300 856 1121 1413 1739 2047 19'4" PRESTRESSED N.R. NR NR NR NR NR NR 19'4„ PRESTRESSED N.R. 148 19'-4" PRESTRESSED 235 736 959 1200 1467 1716 21'4" PRESTRESSED N.R. NR NR NR NR NR NR 21'4" PRESTRESSED N.R. 125 21'4' PRESTRESSED 180 598 833 1038 1168 1468 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 22'-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 165 650 784 992 1203 1381 24'-0" PRESTRESSED N.R. NR .- NR NR NR NR 24'-0" PRESTRESSED N.R. 91 2N-0" PRESTRESSED ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTT'S MAY 2015 EDITION PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING -- �. 7 ----F - --- —.— -I —. - ---.-. --.. I 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #- 0003325 J rc w 9UHDIV. A4 LOT ABBOTT PARK LOT #27 BLK 1 PHASE: 3 PROJECTit 04181.003-27013 MODE71 4EWB "1499-FREEPOV GARAGE STIMG: RIGHT PAGE: SAFE LOAD TABLES 160 MPH EXP. C oov 1 i 7 t d RLUCH kCRA /f DA 11/15/24 E' SCALE: 1/4"=1'-0" S8E&T g . S2.2A T� FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1 Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTENER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5_ LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS, 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS, 13. ALL ELEVATIONS ARE REFERENCED FROM 0'4)", FINISH FLOOR. UNLESS NOTED OTHERWISE. 14. ALL FASTENERS IN CONTACT WITH CMU TO BE GALVANIZED. 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. �* O FRAMING PLAN SCALE: 1 /4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abde igngroupxom AA #: 0003325 F w g a 9[TBDLP. & LOT ABBOTT PARK LOT #27 BLK 1 PHASE: 3 PROJECT# 04181.003-27013 xoaEL: 4EWB "1499-FREEPORT" GARAGE SIWMG- RIGHT PAGE: FRAMING PLAN AND NOTES 160 MPH EXP. C 6 /'MA4 it I FppJNT DATIM 11/15/24 SCALE: 1/4"=1'—O" DIKE= 3 T I I A-(1) SIMPSON HETA16 TRUSS ANCHOR WIT (9) 10d x 1 f NAILS TO TRUSS PLYWOOD SHEATHING, SEE # 1100 UPLIFT SIMPSON BT2) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOF/WALL/FLOOR HTSM20 W/1010d TO (12) 16d x 1 Z' NAILS TO TRUSS SHEATHING TRUSS AND (4) 1/4" x 2 1/4" FASTENER SCHEDULE" DEL STRAP, 1 EACH SIDE, VERTICAL TIT EN 2 ANCHORS TO APPLICATION OR WRAPS OVER CONT POURED LINTEL C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP #2 2" (16) 10d x 3'' NAILS TO GIRDER AND DDE 6", B" 4'-0" MAY BE ADDED # 1900 UPLIFT (2) x (2) SIMPSON HETAt6 TRUSS ANCHORS EDONSIMPSON HTSM20 INSTALLED ON PRE-ENG TRUSS W/ tOd NAILS, 2 ROWS, 3" WITH (12) 16d x 3," NAILS TO GIRDER O/C TO FACILITATE ONE OPPOSITE FACES OF ADDITIONAL PLY MAX. TO BLOCK WALL W/10 10d TO TRUSSANDt/4 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS TITEN 2 ANC(HORS TO CONTINUOUS BOND BEAM SEE ARCHITECTURAL ANCHOR REQUIREMENTS. CONT POURED LINTEL 2x SECURED W! (3) 1" GALV. COMMON NAILS. ENGINEERED WOOD 1x2 SECURED W/ 10d TRUSSES @ 24" O/C, GA . COMMON NAILS SUBMIT SHOP DRAWINGS 12" O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = 0:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, :1430 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. C ALLOWABLE UPLIFT = U:4395 LBS, L:1430 LBS (2 PLY) 2' COVER 82" APART REPAIR OF MULTIPLE TYPICAL TRUSS/ la lb 1 c SCALE 3--T-°" MISPLACED EMBEDDED TRUSS ANCHOR GIRDER CONNECTOR(S) 3 SCALE:3/4"=r-°" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0' O.C. (AT PRE-ENG'D WOOD SHEATHING SEAMS)(BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX 6'-0" MAX d (2) 2X4 No.2 SYP DIAG. MAX12 oR t0'-0"X (W/2Xa ) - BRACEW7(3)t2d@EA. TRU6SOESKWHERETWEEN TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT 2X4 DIAGONAL BTM. CHORD COVER 5 TRUSSES) 4'-0" O_C. (AT SHEATHING tx4 DIAGONAL BRACING. SEE PLAN FOR FOR STRAPPING SEAMS) 0'-0" TO 30 -0" (1) "X" BRACE BTM. CHORD BRACING, SEE LOCATION VERIFY 30'-1 TO 60'-0 (3) "X" BRACE or SECURE 2x PT. PLATE y, PLAN FOR LOCATION SECURE 2x6 PT, PLATE TO BLK W/ TRUSS PLAN (1) "X BRACE @ CENTER TOBLKW/OL DIA. -N a MAY NOT BE Wl 112" DIA. ANCHOR BOLT W/ 2" (2)'X' BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' a � REQUIRED WASHER SET IN HIGH FROM CENTER TO END. WASHER SET IN HIGH STRENGTH EPDXY 6" MIN_ 2x WOOD FASCIA, STRENGTH EPDXY 6" EMBED. MAX. SEE ARCHITECTURAL MIN. EMBED. AT 32" OC BTM. CHORD OF GABLE SECURE GABLE TO 2x6 P.T. MAX. WOOD ROOF TRUSSES PLATE W/ 12d' 8" O.C. MAX RE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" CONE. POURED STIFFBACK (AS PER O.C. MAX LINTEL COURSE TRUSS ENG) CONT. 2x4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. ,x4 BTM. CHORD BRACING 6'-a' O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF CONT. 2x4 SECURED W/ (2) 10d's @ EACH 10'-0" O!C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN TRUSS TO BE INSTALLED @ 10'-U' O.C. MAX. SEE SCHEDULE FOR COMMON NAILS AT EACH CHORD BOND BEAM REQ. INTERSECTION TYP. BTM. CHORD BRACING \\ GABLE END BRACING W/ PRE-ENG G SCALE3,4""°" � GABLE TRUSS @ CMU WALL � SCALE: 3!4"=1'-0" BLOCK WALL W/ GABLE END ` PRE-ENGD TRUSS SGALE 3""''-°" NOTCH DEPTH 1/4'D y� HOLE EDGE >518" I' HOLE DIAMETER THE USE OF ALTERNATE MATERIALS MAY BE <2/S*D SGL STUD USED SO LONG AS THEY CONFORM TO THE OUTER FOLLOWING SPAN ONLY HOLE EDGE>5/8" 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS _ A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F, AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE 01 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 BTM. HOLE DIAMETER FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE PLATE < 3/5'D DEL. STUD SUBJECT TO F1 AND F2 FORCES. STUD NOTCHING AND BORING LIMITS LIMITS U ALTERNATE MATERIALS SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroupxom AA #: 0003325 F w q sVHnIV. ee LOT ABBOTT PARK LOT #27 BLK 1 PHASE: 3 PROJECT# 04181.003-27013 1[OnEL: 4EWB "1499-FREEPORT" GARAGE S'WWO, RIGHT PAGE: DETAILS 160 MPH EXP. C • 't c np 1h 11/15/24 SCALE: 1/4"=1'-0" ssEEr S3.1A Illll�ry NAIL SHEATHING TO LADDER VTCR OR MTS-12 SPACING (1) AT lyli�Ml Ily 11 EDGE PER SCHEDULE 2X4 CONT LADDER EDGE VTCR OR MTS 12 EACH END AND 6'-0" O.C. MAX. 2X4 LADDER AT 16"O!C w/(2) 16d NAILS a^ O/C To TOP CHORD OF TRUSS (2) 2X4 No.2 SYP DIAG. BRACE W/ (3) 12d @ EA TRUSS (DIAG. BRACE TO 111111 1 COVER 5 TRUSSES) yyy111 0'-0" TO 30'-Y" X' BRACE 2x SUB -BAND yyyy1 (1) 30'-1" TO 6U-0 (3) "X' BRACE PRE-ENG GABLE TRUSS Iylylli (1 J "X" BRACE @ CENTER STIFFBACK AT ALL (2) "X' BRACE DIVIDED EQUALLY UPRIGHTS OVER 4'-' HIGH `\ FROM CENTER TO END. (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR Li DETAIL FOR STRAPPING INFO. CONNECTION PER SIDE VIEW tx2, 2x WOODFASCIATE SEE ARCHITECTURALTRUSS MFG. 2x SECURED W/ (3) 16dED WOOD GALV. COMMON NAILS.@ 24" O/C, 1x2 SECURED W/ 10HOP DRAWINGS GALV. COMMON NAILSEW CONT. 2x4 RATRUN 12" O/COVAL SECURED W/ 12) 12d's @ PRE-ENGINEERED MASONRY BOND BEAM SEE SCHEDULE EACH TRUSS VALLEY TRUSS CONNECTION GABLE END PRE-ENG'D TRUSS 2 1 SCALE: N T.S. W/ HIP RETURN SCALE 3/4"=,'.°" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 w .abdesigngroup.com AA #: 0003325 V Z g U ti 88g p4 " I 11Z C �y4 SVBDIV. de IJOT ABBOTT PARK LOT #27 BLK 1 PHASE: 3 PltojwT# 04181.003-27013 MODEL: 4EWB "1499—FREEPORT" GARAGE BIWMG: RIGHT PAGE: DETAILS 160 MPH EXP. C PRurr 11/15/24 DATE: SCAIM. 1/4"=1'-0" 922EET S3.1B GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33/C33M MAXIMUM AGGREGATE SIZE SHALL BE 3/4' �` cAa�E-END STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WRH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH Oft WEATHER NON-BEARG WOOD WALLS TOP PLATES & STUDS CAN BE SHE €N 3 2 2 3 ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS FBC-R 2023, 8th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3J4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACT 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF SPECIFICATION FOR THE DESIGN FOR STRUCTURAL CONCRETE, TMS 40EMBER PROVIDE 6-MIL CON71NUOLJS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS ON -GROUND WHERE INDICATED ONBE ELASTICITY= 1,ATED.0 PSI. ALL WOOD IN CONTACT WITH CONCRETED CONCRETE BLOCK SHALL IO COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-22 AND AISC SPECIFICATIONS 201 DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE A PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 POP FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED O O 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 N' OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2023, Bth EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED O SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH" AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. QO O Any y y DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1064/A1064M, GRADE 65AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: O Q Q Q C, ACI TYPICAL DETAILS MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL SUPPORTED 2' CHAIRS SPACED 3'-0' OEACH WAY TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR QO THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE WITH . STRESS -GRADE LUMBER AND ITS FASTENINGS'BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND OQ 3 O0O 3 REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. O0 OO AA Q O O O O DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL v y '0 �O OO y TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. 2 2 O O O GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE y� Y sO O Y DESIGN LOADS: TYPICAL DIAGRAM N PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS- THE AL BENDING DIG AMA D LA E DESIGN, FABRICATE, AND ERECT WOOD TRUSSES ACCORDANCE WITH "DESIGN NATIONAL O O 2 2 O CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL C N:, A, STANDARDS FOR METAL -PATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BGSI LATEST EDITION" D Q Q y AND VERTICAL BARS SHALL LAP 6. BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED Q Q 1 O ROOF: LIVE LOAD FLOOR_ LIVE LOAD 40 psf REVIEW. WOOD TRUSSES. 0O O�O OD 0O 20 psf TOP CHORD -non -concurrent TYP. MIN LAPS SHALL BEASFOLLOWS: #4 BAR -25" #6 BAR-36" O 10 psf BTM CHORD non -concurrent #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF OOO OO O h PROVIDE 36" X 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR Q Q Y DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. 15 PSI TOP CHORD 20 psf TOP CHORD 3 Yy��yy 3 - (7 psf w! ASPHALT SHINGLES) (10 psf w/ Na GYRO RETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL 8E ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT I,�I FIE -IF >I` BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF WIND DESIGN PRESSURES STAIRS LIVE LOAD 40 psf WIND: DEAD LOADE7-22 SPEED MPHSUSECOND0,RI GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING 023) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL DETERMINATIONS, FEASIBILITY & ADER N ( O S) -2 ZONE 1 = -36.41 PSF F..47) (ASCE 7-22 (FBC R2023) EXPOSURE C, RISK CATEGORY II) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS A LAYOUT, SPANS &ALL TRUSS/HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT ENGINEERING AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE ZONE 2 = -55.53 PSF E65.43) STORAGE 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL ZONE 3 = -64.91 PSF F74.91) AND DECKS: 40psf, GUARDS AND HANDRAILS: 2001bs, GUARD IN -FILL COMPONENTS: WISE, PASSENGER PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION "A"= VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH 40psf MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. EXPOSURE CATEGORY: "C" SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE RISK CATAGORY: I I SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS APPLICABLE INTERNAL OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. PRESSURE COEFFICIENT: +/- 0.18 COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. AL BLOCK WALLS HA BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK L L SHALLOF MANUFACTURED IN CONFORMANCE WITH ASTM C-GRADE f m = 2000 PSI. BLOCK SHALL BE PLACED USING THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ROOF DIAPHRAGM ROOF/ WALL/ FLOOR WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" L ` /+ EXP 1 (40120), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. SI.-IEATI•-IINl7 WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION 19/32" STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD TO CONSOLIDATE GROUT. AND EDGE SPACING) SEE DETAIL FASTENER SCHEDULE FOUNDATION/ SITE PREPARATION: TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS NAILS @ 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF NAIL REQUIREMENTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO GABLE END. MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SIZE HEAD LENGTH DIA. TENSILE STIR SHANK I ASTM SOIL FOR TERMITE PROTECTION. RING SHANK, F1667 tOd 21/2" 0.131 FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL SCREW SHANK RING RSRS-03 THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT CEO -TECHNICAL ENGINEER TO VERIFY REINFORCING. Sd RING SHANK, 2 3/8'' 0.113 170,000 (16-20 RINGS F1667 SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE SCREW SHANK PER INCH) RSRS-01 GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE Ed RING SHANK, MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: PNEUMATICVATIC 2 3/8" 0 113 F1667 BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE S- CREW -NAILS RSRS01 SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, RAFTER OR TRUSS CONCRETE: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM ROOF SHEATHING CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36/A36M, Fy = 36 Ai FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. EXTERIOR SHEATHING C, s 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURALTERRAGE SLAB. USE 1/2" CDX OR 7116' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" Al I O O ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL O.C. AT PANEL SIDES AND Ed RING SHANK GUN NAILS 4" O.C. TOP & j CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIORTO OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6"O.C. AT X,m CONCRETE PLACEMENT CONCRETE SLUMP SHALL NOT EXCEED 5"N- PRIOR TOTHE ADDITION OF PLASTICIZER SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. INTERMED[ATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED CONCRETESHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C941C94M FOR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL. PER MANUF. SPECS.) SEE DETAIL �BUILDING LENGTH 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 ROOF SHEATHING LAYOUT THERE IS A DELAY IN SUCHTHATA BATCH IS HELD FOR LONGERTHAN 90 MINUTES.THE CONCRETE SHALL NOT BE PLACED. IT SHALL AND ENDWALL BRACING BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY FOR GABLE END FRAMING NONCOMPLIANCE NTH THE ABOVE. ROOF SHEATHING ATTACHEMENT SPACING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS. ZONE 1'. 10d NAILS@4"O. C. ON EDGE AN06"O.C. IN FIELD TRUSS 214#2 SYP OUTLOOKER RAFTER W/BLOCKING @ A. 3°FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS) ZONE 2 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD 16"O. C. IF NO DROPPED GABLE END, ATTACH 2,4 #2 SYP B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: ZONE 3: 10tl NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. F /2' FOR#5 AND SMALLER END. ATTACH ROOF SHEATHING TO RAFTERS 2/ 2"FOR RETEAND LARGER BLOCKING PER NAILING SCHEDULE G. FORCO SLAPS, NOT EXPOSEDSAND JOISTS ST WEATHER NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED 3/4" FOR SLABS, WALLS AND JOISTS AND ADHERES TO ASCE 7-22 ]I`� 1-1R"FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES STIRRUPS RING HANK GUN NAILS @a"G.G „ TCP a eoTTGN EDGE ., Q ho TYP. EXT. SHEATHING ATTACHMENT ClEl RING SHANK IN NAILS SEE "ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING ` C#8 2" DECK SCREWS @ 6"-8" O.C. MAX @ EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING` FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER cnnsewfwaror,owcil ewc rcoNc. T TEN. a—Al•oro -,� T.. - '• TFU F -TO .E.00R A— M—NIT—N. SIGN— oro lara°Dla a NO(l¢'DIA) T, ELLE IST - CONTACT THIS ENGINEER FOR SPACING REQUIREMENTS BUCK � ETBI wnsH_'a ,a we a , � lE .a Edo.. oow EUCK a'ygwAAS:ER� a PEN TT TEELFOL.4E NOTES i. 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. PAP SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WNDOW AND DOOR BUCKS SHALL BE AS VNDE OR WADER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2. MEMBERS ARE SECURED W/ TAPCONS OR PAR TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774,6078 FAX: 407-7744078 www.a bdesigngro up.com AA #: 0003325 W h Q summit/ & TAT ABBOTT PARK LOT #27 BLK 1 PHASE: 3 PROJECT# 04181.003-27013 MODE7.c 4EWB "1499-FREEPORT" GARAGE SWING: RIGHT PAGE: DETAILS %160 MPH EXP. C mil Ppmrr DATE11/15/24 SCALE: 1/4"=1'—O" SIFT SJL V 1 4 9/w 16 5/8' 4 91W i 16" ALUMINUM SOFFIT- SOLID AND VENTED O3105 H28 ALUMINUM .012" THICK VENTED VERSION VENTED AREA: 20.25 IN%LINEAR FOOT DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING ±54.2PSF NONE ±38.4PSF NONE +31.1PSF NONE WHEN INSTALLED IN 12"OVERHANG WHEN INSTALLED IN W OVERHANG WHEN INSTALLED IN 24-OVERHANG T_ 3/4' 1 1/2' I L 1/2' -T O F CHANNEL 3105-H28 ALUMINUM 012" THICK L ( 1 T 3U 1 Q J CHANNEL 3105-H28 ALUMINUM 012" THICK 11. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANY FACTIM TO COMPLY WITH REOLOM ENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRMMG AND MASONRY OPENING TO BE DESIGNED NO ANCHORED 70 PROPERLY TRANSFER ALL LOADS 70 STRUCTURE. FRAMING AND MASONRY OPENING B THE RESPONS�IIY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. ALLOWABLE STRESS INCREASE OF 1/3 VMS NOT USED N THE DESIGN OF THE PROOUCT SHOWN HEREIN. WIG LOAD DURATION FACTOR C4-1.6 WAS USED FOR WOOD ANCHOR GY.CULA710NS. 4. FRAME MATERIAL: COLD ROLLED FORM ALUMINUM 3106-H28. 5. FOR ANCHORING INTO WOOD FRAMING OR 2X RM USE 1 3/4' TRW PANTED SIANLIL46 STEEL NARS WITH 1/4' HEAD DIAMETER. 3/4-R1/C CROWN OR 3/M/6' STAPLES. REFER 70 DETAILS A. B. D. AND E FOR MNMILHM EMBEDMENT AND SPACIND. S. FOR ANCHORIG INTO MIHSSONRY/CONCRETE USE .TIT DIAMETER (M INOW T OR STUB TUNS. REFER TO DETAL C AND CHART (SHEET 4) FOR T NIL SPACING AG EMBEDMWr 7. ALL FASTENERS 70 BE CORROSION RESISTANT. L NSTAUATIDN ANCHORS SHALL BE INSTALLED N ACCORDANCE WITH ANCHOR YNNFNCRURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHAM NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MOM" STRENGTH SPECFED BELOW: A. WOOD - MINIMUM SPECM ORIWRTY OF 0-0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSL C. MASONRY - STRENGTH CONFORMANCE 70 ASTM C-90. GRADE N. HYPE 1 (OR ORF07ER). BILL OF MATERIALS ITEMNO.: PARTNUMBER DESCRIPTION MANUFACTURER MATERIAL 1 SOFFIT ALPHA ALUMINUM INC ALLMr11NUM 310SH28 2 _ F CHANNEL ALPHA ALUMINUM INC ALUMINUM 3105-H28 3 J CHANNEL ALPHA ALUMINUM INC ALUMINUM 3105-1-28 4 FASCIA ALPHA ALUMINUM INC ALUMINUM 3105H2428 FRAME BUILDING BY OTHERS THIS LS NOT A BRACE THIS T PART OF ROOF TRUSS 51SIE]1 SEE `-•(J DETAILS A. B AND C SHEET SD2 12' OVERHANG 12" OVERHANG INSTALLATION DETAIL FRAME BUILDING BY OTHERS THIS B NOT A BRACE THIS S PART OF ROOF TRUSS SYSTEM SEE SEE �(l SEE - DETAIL E p DETALS �� DUAL E SHEET 502 . 9 AND C SHEET S02 PA_ HEET SD2 2 16' OVERHAND 16" OVERHANG INSTALLATION DETAIL FRAME BULDNG BY OTHERS 7}iF 6 NOT A BRACE THIS PART OF ROOF TRUSS SYSTEM is SEE .. DETAILS t_:MEET S02 1Y OVERHANG 12" OVERHANG INSTALLATION DETAIL THIS IS NOT A BRACE THIS IS PART OF ROOF TRUSS SYSTEM SEE SEE `v DETAIL 0 DETAILS DEVILSEE - SHEET SD2 A. B AND C SHEET SD2 SHEET SD2 1W OVERFNNG 16" OVERHANG INSTALLATION DETAIL FRAME BUILDING BY OTHERS \ /rTHIS ISNOT A BRACE \\� THIS PART OF RDOF TRUSS SYSTEM EXTERIOR IX FtWM SEE 1 STRIP SEE DETAILS DETAIL E S EET SD2 SHEET 502 SEE DETAIL D SHEET SD2 12' MAX D.C. - 2e OVERHANG 24" OVERHANG INSTALLATION DETAIL FRAME BUILDING BY OTHERS THIS S NOT A BRACE THIS 6 PART OF ROOF TRUSS SYSTEM EXTERIOR 1X FU6MMG SEE 1 SIRE SEE DETAILS DETIL 0 A. B AND C SHEET 6 SHEET SD2 SEE DETAL D SHALT S022 1Y' MAX O.C. - 24' OVERHANG 24"OVERHANG INSTALLATION DETAIL 1441 N. RONALD RFAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774,4078 W ww.abdesigngroupxom AA #: 0003325 rn w � Z $& 4 g m � 9TJHDIrv. & LrOT ABBOTT PARK LOT #27 BLK. 1 PHASE: 3 Pr.toj=Ty 04181.003-27013 MODEL 4EWB "1499-FREEPORT" GARAGE ST/MG: RIGHT PAGE: SOFFIT DETAILS 160 MPH EXP. C m DA11/15/24 SCALE: 1/4"=1'-O" SHEET sD1 BILL OF MATERIALS ITEM NO.: PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 1 SOFFIT ALPHA ALUMINUM INC ALUMINUM 3105-1-128 2 F CHANNEL ALPHA ALUMINUM INC ALUMNUM 3105-H28 3 J CHANNEL ALPHA ALUMINUM INC ALUMINUM 3105-1-128 FRAME BUILDING BY OTHERS THIS IS NOT A BRACE THIS IS PART OF ROOF TRUSS SYSTEM ! %— SEE v DETAIL H SHEET SD2 12' OVERHANG 12" OVERHANG INSTALLATION DETAIL FRAME BULDNG BY OTHERS THIS IS NOT A BRACE THIS IS PART OF RDOF TRUSS SYSTEM SEE 1 Y, 1 I SEE SEE DETAIL E DETAIL H DETAIL E SHEET SD2 SHEET SD2 SHEET SM 18' OVERHANG 16" OVERHANG INSTALLATION DETAIL BILL OF MATERIALS ITEM NO.: PART NUMBER I DESCRIPTION I MANUFACTURER i MATERIAL 1 SOFFIT ALPHA ALUMINUM INC ALUMNUM 3105-H28 2 F CHANNEL ALPHA ALUMINUM ANC ALUMNUM 3105-H28 3 IJ CHANNEL JALPHA ALUMINUM INC JALUMNUM 3105-1-128 FRAME BUILDING BY OTHERS THIS IS NOT A BRACE THIS IS PART OF ROOF TRIES SYSTEM DETAIL H SHEET S02 F—Ir OVERHANG 12" OVERHANG INSTALLATION DETAIL 3/8" °' BSTAPLES 3/8' BETWEEN STAPLES DETAIL F STAPLE DIAMOND PATTERN FRAME BUILDING BY OTHERS THIS IS NOT A BRACE THIS IS PART OF ROOF TRUSS SYSTEM SEE SEE SEE — DETAIL 0 DETAIL DETAIL SHIFT S02 SHEET SD2 SHEET SD2 16" OVERHANG 16" OVERHANG INSTALLATION DETAIL 1X OR 2X BLOCK WITH J-CHANNEL am HERS FRAME BUILDING BY OTHERS THIS IS NOT A BRACE \r ROOFOF � SYSTEM 1 �'[ EXTERIOR IX FURRING SEE 1 STRIP SEE DETAIL H DETAIL E SHEET SD2 SHEET S02 SEE DETAIL D SHEET SD2 tY VAX D.C. — 24' OVERHANG 1 1/4' MN i;� lT 1 3/4" TRIM PANTED 35 MAL W/5/16' READ MA METER EMBETIMIE LOCATED 24' MAX O.C. 1 3/8' MIN EDGE DISTANCE DETAIL A —V WOOD FRAMING INSTALLATION W/F CHANNEL AND NAILS 3/4'X1/4' CROWN STAKES MAY BE INSTALLED 24' MAX OO. N DIAMOND PATTERN OR SIDLE STAPLE 12' MAX O.C. 24" OVERHANG INSTALLATION DETAIL DETAIL 8 —w WOOD FRAMING INSTALLATION W/ F CHANNEL AND STAPLES MN EMBEDMENT SEE CFIART THIS PACE FRAME BUWNG BY OTHERS o r DAMEr R T NAL OR STUB NAIL SEE CHART FOR SPACING THIS IS NOT A BRACE THIS IS PART OF ROOF TRUSS SYSTEM SRI� • i '? MASONRY/CONCREOTHERS TE DETAIL C EFY OTHERS MASONRY/CONCRETE INSTALLATION W/ F CHANNEL AND NAILS REFER TO NOTE 6 FOR EMBEDMENT EXTERIOR X 1FURRING sEE 1 srRIP sET: DETAILH DETAL G SHEET SD2sHErT sD2 SEE OETAL D SHEET S02 12' MAX O.C. 2r OVERHANG 24"OVERHANG INSTALLATION DETAIL FASCIA OPTIONALByOTHERS 3/8' X 3/8' STAPLE 3/4'X1/4' CROWN STAPLE LOCATED 24' MAX. O.C. OR 3/8'X3/8' STAPLE LOCATED 24' MAX O.C. J—CHIANHEL TO BE FLUSH WRH FASCIA C3 3/4'X1/4' CROWN STAPLE OR 3/6�(3/A' STAPLE LOCATED 2♦' WAX O.C. \�1X2 FURRING MNIMUNI x OR GABLE RAPIERS WOOD FRAMING INSTAL. WITH J-CHANNEL (2) FINISH NAL 1 1/4'X.067�0.7' REM 17 A111X FROMI EACH END FiHISHT HAIL 1 3/4NA57'X0.177' HEM 24' MAX OO. 3/S MN EDGE DISTANCE 1 3/4' 7W PANTED 55 NAL W/5,,lr READ DWETER (1) PER PANEL 3/4'Xi/4' CROWN STAPLE (1) PER PANEL DETAIL D FURRING STRIP INSTALl.AT10N 24"OVERHANG DRIP EDGE BY OTHERS 1' MIN FASCIA INSERTION BERM DRIP EDGE 1' MAX T---T 3/8' M!H EDGE DISTANCE DETAIL E WOOD FRAMING INSTALLATION FASCIA SIDE T Nail magi n rh— I Overhang DP Embedment Spacing (in) (pso (in) RN 0.50 18.00 12.00 54.2 0.63 22.00 0.75 24.00 0.50 14.00 16.00 j 54.2 0.63 16.00 0.75 18.00 0.511 18.00 24.00 54.2 0.63 1 22.00 0.75 24.00 INN zX MNLIUM CROWN STAPLE AS' STAPLE AS EACH GROOVE w 1 9 �IIILE 1 jj k SXMDIV. Sc LOT: ABBOTT PARK K LOT #27 BLK 1 PHASE: 3 PiWJECT* 04181.003-27013 acoDErA 4EWB "1499—FREEPORT" CiAT2AGE S'1FMG: RIGHT PAGE: SOFFIT DETAILS 160 MPH EXP. C ARCHTECT- STATE A I i c AR NO 00 Pik DATE: ii/L5/24 SCAxmk 1/4"=1'—O" SIiZET SD2