The URL can be used to link to this page

Home My WebLink About22-36885335 Eighth Street e Phone: M•13) b 0-0021 AWORP11AA Alm, BAR-33-222 Issue mace; 03/1612022 accordance Codes City �y s1 * BEFORE OCCUPANCY BEFORE C.O. E p IT OFFICE PEAMITEX ES IN 6 MONTHS WITHOUT APPROVED ]NSPECTION .; FOR HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 5335 Eighth Street Zephyrhills, FL 33542 • (813) 780-0020 Fax: (813) 780-0021 BAR-003688-2022 Issue Date: REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent relinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this countyj and there may be additional permit required from other governmental entities such as water management, state e• or federal agencies. 1 11 MINIM= OEM= Complete Plans, Specifications add foe Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE PE 1T • ,MnIMI iffljW "V Iffil-11 $1 4Ei020 City of Zephyrhills Permit Application Fa* 013-780-0021 ' Building Department, Date Received w.. ,, " Phone Contact for Ponrriittlrt 13 1 3 1 � �{ Owner's Name; 5-uK10,l" - 3K' 'O rrin Owner Phone; umber ner's% Address "Owner Phone NtrbpT Fee Simple Titleholder Name Owner Phone :Number Fee Simple Titleholder Address JOB ADDRESS Lq E Cv if 2 LOT 9a SUBDIVISION u�W PARCELID# ErJ 2-0=-01O=c,-:1,� :C::= (OSTAJNED FROMPROPERTY i NOTICE) WORK PROPOSED NEW EoidSTR 4ADDfAL`r SIGN DEMOLISH INSTALL REPAIR PROPOSED USE ," SFR COMM., THE PE F ONST RUCT# N SLOG( E STEEL DESCRIPTION OF WORK BUILDING SIZE S ° F A E .� FiEI HT°; ` 01'. BOIL IN VALUATION OF TOTAL CONSTRUCTION ELECTRICAL AMP SERVICE PROGRES'S ENERGY* .R.E. . ME HANICAL � � VALUATION OF MECHANICAL INSTALLATION SAS ROOFING SPECIALTY OTHER FINISHED FLOOR ELEVA'TI N$ FLOOD ZONE AREA, YES N fillCOMPANY P' I 0n+-0 REGISTERED t Y, N 'EE GIPRREN' Yf N Address if_ i" f f License ELECTRICIAN COMPANY SIGNATURE REGISTERED 1' f N FEE CURREN Y / Address License, , PLUMBER COMPANY E SIGNATURE REGISTERED ;;;;�FEE�CURREN Address License MECHANICAL COMPANY SIGNATURE REGISTERED Y1 N FEE CURREN Y'"fN AddressLicense #,. OTHER COMPANY SIGNATURE REGISTERED f � FEE cURREI� �` f Address License 1 1 1 M 1 IIA 1 1 1 r r r ii ii t r 1'r I t N .r 1,: r r r r 1 1 111 of I oil 11 SSITIE TIAL Attach (2)"Phf Ins: (2) of Building Plans, (1) qet of Enerpv F0, rMs. R- -W Permit for new construction, Minimum ten (10) working days after submittai'dat . Roquir d onsite, Construction Flans, Storrowater Plans w/ Silt Fence installed, Sanitary Facilities & 1 durnpster, Site Mork Permit for subdivisionsfiarge projects COMMERCIAL Attach (2) complete sets of Building Flares plus a Life Safety page-, (1) set of Energy Forms, R- Permit for new construction. Minimum ten (10) working days after submittal date., Required onsite4 Construction Marls, Stormorstor Plans wl Slit den installed, Sanitary: Facilities & 1 dumpster. Site Work Permit,for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plains, ****PROPER SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application. notarized If over $2500, a Notice of Commencement is required. (AIupgrades over $ 00) Agent (for thecontractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Rerools If shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public roadways -needs ROW k Ai4a gaaaAP as i*PSA 0.B&£P i d O&e 0F86AP i0.� `.6 gP..gP a®iP e:a�sda I understand that the fall vina restrictions aDDIV. tO the use of fllk as identification. F � Notary Public Commission No, t:: Notary Public Commission No Name of Notary ty darns of Notary typed, printed or stamped KAYLA RHEA 4a� ,Notary Public-StatO of Florida -= commission# lily 202395 8 ?b y commission Expires N` I`W November M 2025 INSTR#2021253061 OR BK10491 PG2316 Page ,,Dfi 11/24/2021 08:57 AM Rcpt: 2382268 Rec: 10.00 IDS: 0.00 IT: 0.00 S/H Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller x < LU LU 'j ir UW) 0 LL 3: 0 0 z ZD U) 0 a- C) < 0 LLJ a 0 Lu Y) Cr LU C) 0 0 LL Q LL >- Q CL 0 < 0 cry LU :5 < M C) LL W 0 0 ft 0- E7 rt X < LA- X > 0 > Cr U. (D LU < UA -.1 U !mot D F- 0 1110 1101 =1111 Jr- NOTICE OF COMMENCEMENT Co" a d—sco THE UNDERSIGNED hereby gives notice that impiuveraW will be made to codain real property, and in accordance with Chapter 7M Florida SWAss, the following Information Is Kcarlded in this Notice rf Common ma,L, 1Description at PmpW. Parcel WanlIftation, No. 0-A-rwh c Rtqg� 56 A,5t $"at Addreas: Z Carmel Description of b"proormusnt LdT k3 Interest in Propedr. IUU76 Name of Fee Simple Titleholder. (It different from Owner listed above) Address city state 4, c4nhador, imm- -LL— CRY State Name Address c4ty 5tat-0 Amount of Bond: S Telephone, W. Address city state Landses Tel No- 7. persons w1hin the State of Flodda designated by the owner upon whom refuse or other documents may be served asp by Section 71113(IXA)(7), Roft Statuters; CRY Teraphorre Number of Dostignated Person. Af. In addition to himself, the owner deaffmates to morrive a copy of the Uemoes Nofter as provided in SaWon 713-13(l ft Florida Statutes. Telephone, Number of Person, or Entity Designated by Ounw, 9� Expiration date of Nation of Commencement (the conation date may not be befime the completion of ovatowtidn and final pament to the contractor, hut will be one yeartm the daft of recordIng unlees a different date is specfflud�, WAM"STSSAVUF?P411Y P-VVE11119116111 BY WE owtettIFTVV -rdF EYPrtillolk- *F THE VOWE OF COMMENCEMENT (name gypwiron behalrof"m stumen was . S . f ABR�,V Personally Knom 0 9R Produced Identification U Notary Signaturs �AA 1,!, ....... _7 C 0 type of Wevarraton Produced Name (Print) LL ;0 X01 > _73-dO -0 SV. 4t, 41, ihru wirdatalrmhuaipecommen cementjocW048 OF FLO?�-'WN BOUNDARYAS-BUILT SURVEY DESCRIPTION: (AS FURNISHED) ) LOT 13, BLOCK 10, SILVERADO RANCH SUBDIVISION PHASE 50 AS RECORDED IN PLAT BOOK 61, PAGE(S) 69-7 , OF THE PUBUC RECORDS OF PASCO COUNTY, FLORIDA. ADDRESS:; 60" COME BLISS STREET ZEPHYRHILLS, FIL 335+1 + , L f� asap a d3 15 FAR THE BENEFIT AND EXCLUSIVE USE OF: a Ma onLa om S 3 JI.. I� a 4 , General Notes A. CONCRETE & FOUNDATION DESIGN: HOT DIPPED GALVANIZED, L ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 5. ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X PSI MINIMUM. BOLT DIAMETER INTO STRUCTURAL FRAMING (G=.42 MIN.), 2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI 6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE MINIMUM, 3 1/2" NOMINAL THICKNESS. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT 3. FIBERMESH (3/4" PER CUBIC YARD MIN.) MEETING GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED THE BOLT OR SCREW, ALL LAG BOLTS AND SCREWS SHALL BE IN LIEU OF WELDED WIRE MESH INSERTED IN PILOT HOLES BY TURNING AND UNDER NO 4. ALL SLABS ON GRADE SHALL BE 4" THICK WITH FIBERMESH. CIRCUMSTANCES BY DRIVING WITH A HAMMER 5. ALL REINFORCING SHALL CONFORM TO ASTM A615, BE GRADE 7. ALL EXPANSION ANCHORS SHALL BE DESIGNED IN 60 (60 KSI MIN.) DEFORMED BARS, #3 BARS MAY BE GRADE 40 ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S 6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY BE 3000 PSI MIN., 2" MINIMUM. THICKNESS. BE APPLIED IN CONDITIONS ACCEPTABLE TO 7. SOIL BEARING PRESSURESHALL BE A MINIMUM OF1540 PSF. MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE 8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR TIME GRADE OR BETTER ZINC PLATED, FOLL FOL OWING: S. ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR (PORTLAND CEMENT TYPE I,- ASTM C I50). OPCAGGREGATES PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 - #6 STONE, ASTM C 33 SIZE NO. 67 LESS THAN UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES 314". FOR USE WITH ACQ PRESSURE TREATED WOOD, OR OTHERWISE NOTED ON PLANS. AIR ENTRAINING i /- I% - ASTM C 260. 9. ALL FASTENERS SHALL COMPLY WITH ASTM A153. WATER REDUCING AGENT - ASTM C 494. 10. ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS CLEAN POTABLE WATER. G 185. OTHER ADMIXTURES SHALL NOT BE PERMITTED. 11. FOR SMS, THE MINIMUM CENTER -TO -CENTER SPACING SHALL 9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. BE 3/4" AND MINIMUM CENTER -TO -EDGE SHALL BE 1/2" 10. PREPARE & PLACE CONCRETE ACCORDING TO AMERICAN UNLESS NOTED OTHERWISE. CONCRETE INSTITUTE MANUAL STANDARD PRACTICE, PART 1, 2, & 3 ALONG WITH HOT WEATHER CONDITIONS RECOMMENDATIONS. E. REFERENCE STANDARDS: 11. IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASTM E 1.19 CONCRETE SHALL BE A MINIMUM OF 4" IN THICKNESS, ASTM E 1300 VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, ASCE 7 -16 SPATTING OR OTHER DETERIORATION. AA ASM35, AND SPEC. FOR ALUMINUM PART 1-A, & 1-B ASTM C94 II. MASONRY: ASTM C150 1. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD ASTM C33 HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON ASTM C260 TYPE M OR S MORTAR. ASTM C494 2-ALL MORTAR SMALL BE OF TYPE M OR S. ASTM A615 3.ALI, GROUT SHALL BE 2000 PSI MINIMUM AND HAVE ASTM A185 MAXIMUM COARSE AGGREGATE SIZE OF 3/8". FLORIDA BUILDING CODE (CHAPTERS 16, 20 AND 23) 4. PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING 7TH EDITION 2020 REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN CURRENT ALUMINUM DESIGN MANUAL HEIGHT, F. ABBREVIATIONS: C. ALUMINUM: III UM: THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED 1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE TO REPRESENT ALL THOSE USED ON THESE DRAWINGS, BUT MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. MINIMUM THICKNESS OF 0.040" FOR SUPPORTING MEMBERS. 1. TYP -- TYPICAL 2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF Z SIM --SIMILAR 0.024" SHALL APPLY. 3. UON -- UNLESS OTHERWISE NOTED 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO "PART I -A - 4. CONT --CONTINUOUS SPECIFICATIONS FOR ALUMINUM STRUCTURES - ALLOWABLE 5. VIE -- VERIFY IN FIELD STRESS DESIGN" OR "PART I-B - SPECIFICATIONS FOR G. RESPONSIBILITY: ALUMINUM STRUCTURES - BUILDING LOAD AND RESISTANCE 1, ALL SITE WORK SHALL. BE PERFORMED BYA LICENSED FACTOR DESIG"N" OF THE ALUMINUM DESIGN MANUAL CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING PREPARED BY THE ALUMINUM ASSOCIATION, CODES, LOCAL ORDINANCES, ETC, INC. WASHINGTON D.C. THE FLORIDA BUILDING CODE 7TH 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, EDITION (CHAPTER 16 STRUCTURAL DESIGN & CHAPTER 20 NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN ALUMINUM). DRAWINGS, FABRICATED ITEMS, OR ACTUAL FIELD 4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL, OR CONDITIONS. PRESSURE TREATED LUMBER PROVIDE DIELECTRIC 3. THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE SEPARATION. 'SUNROOM` ROOM ADDITION ELEMENTS AS PROVIDED BY THE 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS CONTRACTOR THAN #l0 SMS 6" FROM THE ENDS AND 12" ON CENTER, IF 4, ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED USING 412 SPACING MAY BE 24" ON CENTER, ON INFORMATION PROVIDED BY THE CONTRACTOR AND 6. VINYI.IACRYLIC /GLASS PANELS SHALL BE REMOVABLE. THEY MANUFACTURER. SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING 5, ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A "REMOVABLE PANEL SHALL BE REMOVED WHEN WIND LICENSED P.E, IN ACCORDANCE WITH STANDARD SPEEDS EXCEED 75 MPH" - DECAL SHALL BE PLACED SO IT IS ENGINEERING PRACTICES, VISIBLE WHEN PANEL IS INSTALLED. (ACRYLIC/GLASS WINDBREAKERS INCLUDED) H. MISCELLANEOUS: L ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A D. FASTENERS: MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME. IF L ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE THE EXISTING STRUCTURE IS ONE OF THESE, A SEPARATE 4TH 300 18-8, WITH STANDARD FLAT WASHER UNLESS WALL SUPPORT SYSTEM MUST BE ENGINEERED SO THAT NO MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED WITH ACQ PRESSURE TREATED WOOD. HOME. 2. HEX BOLTS HAS TO BE ASTM A 325, PLATED WITH STANDARD 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, THE FLAT WASHERS AND NUTS. ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 3. ALL CONCRETE SCREWS SHALL BE, SIMPSON, HILTI, RAWL, BARRIER REQUIREMENTS OF THE FBC 7TH EDITION TAPCON, REDHEAD, DYNABOLT, OR APPROVED EQUAL. R 4501ATI IN ITS ENTIRETY. 4. ALI, METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE 3. EMERGENCY ESCAPE & RESCUE OPENING PER FBC R310.1 SHALL BE VERIFIED BY CONTRACTOR & BUILDING OFFICIAL 4. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY CONTRACTOR. S. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, ENSURE BONDING AGENT IS USED FIRST. 6, SCREENING MATERIAL SHALL BE 18X1.4X0,013 OR EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED ON DRAWING S-2. T 1' X2"X;045 NON-STRUCTURAL. MEMBERS SHALL BE ATTACHED TO HOST WITH 1/4" DIAMETER X 1-3/4" EMBEDMENT & 24" O.C. MASONRY SCREW FOR CONCRETE & EQUIVALENT SIZE WOOD SCREW WHEN IN WOOD & #10 X 1/2" EMBEDMENT SMS OR TEK SCREWS IN ALUMINUM MEMBERS TYPICAL. 8. PLEASE NOTE: 2x2 (typ) DIAGONAL BRACING SHALL BE 2' X2`X0.055" MATERIAL UNLESS OTHERWISE NOTED ON S-2. JOB DESCRIPTION: SCREEN ENCLOSURE DESIGN DATA: 1. ULTIMATE DESIGN WIND SPEED Vult, (3 SECOND GUST): 135 MPH NOMINAL DESIGN WIND SPEED Vasd: 104 MPH 2. RISK CATEGORY: 1 3. WIND EXPOSURE: B 4. WIND LOADS: SCREEN ROOF: 7 PSF SCREEN WALLS: 25 PST SOLID ROOF (SCREEN WALL): N/A 5. THIS STRUCTURE COMPLIES WITH FBCEB 1103.1 /EB 1103,21 EB 1103.3 AND THEREFORE HAS NO ADVERSE AFFECT ON THE EXISTING STRUCTURE, HOST STRUCTURE HAS EXISTING FASCIA. 6_ FACTOR APPLIED TO SCREEN WIND LOADS FOR I8X14X0.0I3 OR EQUIVALENT DENSITY SCREEN MESH: 0.88 7. FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6 8. LIVE LOAD: 3001b. VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS. 200Ib. VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS, 9_ PROPOSED 12"X12" LINEAL FOOTER W/ (2) #5 REBAR SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE. 10_ SCREEN ROOF TYPE: GABLEIHIP 11. SOLID ROOF TYPE: N/A HOLLOW SECTIONS 2 x 2:---------------------------------------2" x 2" x 0.044" 2 x 2x055:--------------------------------- 2" x 2" x 0.055" 2 x 3:--------------------------------------2„ x 3" x 0.050„ 2 x 4:---------------------------------------2„ x 4" x 0.050„ 2 x 5:---------------------------------------2" x 5" x 0,050" OPEN BACK SECTIONS 1 x 2:--------------- ------ --------- 1" x 2" x 0.040„ 1 x 3: -----------------------------1" x 3" x 0.045" SNAP SECTIONS 2 x 4:---------------------------------- 2" x 4" x 0,045" Snap 2 x 4H : ---------------------------2" x 4" x 0.060" Snap 2 x 5: ------------------------- ---- 2" x 5" x 0.055" Snap SELF MATING (SMB 2 x 4 SMB:------- --2" x 4" x 0,044" x 0,100" 2 x 5 SMB:- -------------------2" x 5" x 0.050" x 0.118" 2 x 6 SMB:------ -- ---Z' x 6" x 0.050" x 0.120" 2 x 6 H SMB: --------------------- 2 x 6" x 0.072" x 0.224" 2 x 7 SMB:---------------- ----2" x 7" x 0,057" x 0.120" 2 x 7 H SMB: -------------2" x 7" x 0.072" x 0.224" 2 x 8 SMB:-----------------------2" x 8" x 0,072" x 0.224" 2 x 8 H SMB: --------------------- 2" x 8" x 0.082" x 0,306" 2 x 9 SMBr----------------------2" x 9" x 0.072" x 0,224" 2 x 9 H SMB: --------------------- 2" x 9" x 0.072" x 0.306" 2 x 10 SMB:---------------------- 2" x 10" x 0.092" x 0.374" ALL WORK SHALL COMPLY WITH, F OWEFLORIDA BUILDIN CODE, 0 NA I. Ef ECTRIC CODE, ..THE Clr'fO HY LI 6- '1NANCIES 2027 REEE-VIEWDA I ((L,PLI ;° N, 386 CAF OR 10 e" V PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Thomas L. Hansen P.E. FLORIDA LICENSE NUMBER: 38654 Myron Max Neal P.E. FLORIDA LICENSE NUMBER: 86663 Joel Falardeau P.E. FLORIDA LICENSE NUMBER: 70667 Erik Stuart P.E. FLORIDA LICENSE NUMBER: 77605 FBC Plans & Engineering Services, Inc. 6272 Abbott Station Drive Unit 101 Zephyrhills, fl, 33542 Phone: (813)788-5314 Fax: 1-(866)-824-7894 Email: erb@fbcplans.com Website: www.fbcplans.com C.O.A. - #29054 ! 00 REVISION: _ DATE: RO 1 03-14-2022 RO 2 RO 3 Ut• 21101201 PROJECT ADDRESS: RESIDENCE CONTRACTOR: HARTSHORN CUSTOM CONT. 8813 VENTURE COVE TAMPA, FL 33637 WWw.IICCCSCCeens.COm NOTES :z cfl 1x2 C� CD CD 0rtr DOOR x 22 0 X X X "t ,-I- I 2x4x.060 > X X X 2x2x,050 c�j CU 0-1 2x2x,050 Q0 CU (typ) 191 -107 (typ) CU CD In C:� n Oj I X X >' X X '2,7 yp) X CLI X \-/ Oj 1X2 2x2 -K PROPOSED l2#xl2'---,/' -'Jl — — — — — — — — — — — — — — — — — — — — — — — — — — — — — LINEAL FOOTER TYP, rrf 1x2 CD CD CD M ,D ,D 1,D M X CD CD CD X CU X x X CU 0 X X X - I CU CU cu 0 � I A 2x2x,050 2x2x.050 I (typ) 1x2 1(typ) Z (typ) I 1---7 9 - 10-1 "--—7- 10 1 "—�-7'- 10714rr 10 1 rr 2 2 2 2 NOTD DOOR LOCATION(s) TO BE DETERMINED [IN SITE, IT IS UNDERSTOOD THAT ALL SCREEN ENCLOSURES WILL NAVE AT LEAST ONE DOOR, THE LOCATION OF THAT DOOR MAY BE DETERMINED OR ADJUSTED ON SITE DUE TO SITE CONDITIONS — AS LONG AS NO PRIMARY STRUCTURAL COMPONENTS ARE DELETED. 11 1XE)= - 2x2 k 0- DOOR I -n 2X2 2x4x.060 CD (U In X o CU -n X >1 X X 1x2 cu NOTE� SHAI.--L NOT AFFECT EGRESS PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER: 38654 Myron Max Neal P.E. FLORIDA LICENSE NUMBER: 86663 Joel Falardeau P.E. FLORIDA LICENSE NUMBER: 70667 Erik Stuart P.E. FLORIDA LICENSE NUMBER: 77605 FBC Plans & Engineering Services, Inc. 6272 Abbott Station Drive Unit 101 Zephyrhills, fl. 33542 Phone: (813)788-531,4 Fax; 1-(866)-824-7894 Email: erb@fbcplans.com Website: www.fbcplans.com C.O.A. - #29054 DATE: 10-18-2021 REVISION: DATE: RO 1 03-14-2022 RO 2 RO 3 Job# 21101201 I' OJECT ADDREII SS: — RESIDENCE 6699 COBBLE BLISS ST, ZEPHYRHILLS. FL CONTRACTOR: HARTSHORN CUSTOM CONT. 8813 VENTURE COVE TAMPA, FL 33637 www.hcccscreens.com ELEVATIONS S-2 3/16" ALUMINUM GUSSET 1" X 5" OR 7" X6" WIDTH EXTRUDED 2" x —PURLINS (SEE A-1 PLATE B#14X3/ GUTTER BRACKET(THICKNESS OF LEG IN "H" SHALL BE EQUAL TO THE PRIMARY BEAM DEPTH FOR SIZE)ATTACHED TO t , L NA- @ LAG SCREW SHALL BE 0,125" MIN, (4) 1/4' 0 X 2" EMBEDMENT WOOD UTF. 0, " 6 BEAM w/MIN (4) #10 x 1 Yz" LONG LEG SHALL BE 0.072" MIN) SCREWS @ BRACKET & (1) SCREW OPTIONAL: 1"X2"OPEN N INCHES A 2X6 PRIMARY BEAM, (it) = (6)1 -IN 1,41�p4",#40000's HU- 414 X 3/4"SMSP* SMS @ EACH BEAM W/ (4)414X3/4" SMS 1" @ 12" O.C. MAX BACK ATTACHED TO HOST -Z,,,S o \rENs SPA, INTO GUTTER LIP W/ (1) 1/4"0 CONCRETE ATTACHING ANGLE TO BEAM ""*�o / , EXISTING HOST STRUCTURE EACH SIDE (I' MIN, SPACING) SCREW OR LAG WITHIN 6" OF BEAM & @ Z4` D.C. MAX BETWEEN BEAMS 2 EAM/PURLIN IEOF gr (SLOPED OR FLAT) Al 00 OR 1 090 2xOH BEAM/PURLIN (SLOPED OR N Al. "X 2 X 2"X 1/8' 411111, LN SNAP SUPER 0 FLAT) ANGLE EACH SIDE GUTTER 0 W/ (4) 914 X 3/4'FOR (B) - 1/4" 0 CONCRETE SCREW 0 NOTES: BEAM (4) #12X3/4' I" X 2' SNAP W/ 1-1/2" 5 EMBEDMENT INTO 1 0 PROFESSIONAL ENGINEER SEAL 1. "N" NUMBER OF SCREWS IN ANY FOR PURLIN (FASTENING NOT REQUIRED) MASONRY (1-1/2" MIN. SPACING Ck DIRECTION (EXAMPLE N=S FOR 2X6 BEAM) lv'X 2" X 1/16" OR 1--N ENGINEER OF RECORD BEAM "B" "N" "Sl' "S2" 2X4 12 4 3/4' 1-f 2X5 12 4 3/4' 1 1" -L-7 2X6 16 5 — 1" 14" 2X7 20 6 1 " - 17 2X8 24 7 1 1" 114" 2X9 24 7 1" 1 2X10 28 8 1" 14" 2. TOTAL NUMBER OF SCREWS PER JOINT RECEIVING (2) #14 X 3/4" SMS (typ) EA, SIDE (B)- 1/4" 0 X 2" LAG SCREWS David W. Smith P.E. EQUALS 4 TIMES "B". CHANNEL (4) #14 X 3/4" SMS INTO GUTTER INTO WOOD (1" MIN SPACING) SLOPED OR FLAT 3. PLATE WIDTH SHALL BE DETERMINED EXCESS BEAM (2) #14 X 2" SCREW FASTENING ANGLE ITYP 2 LOCATIONS) ROOF BEAM (SEE FLORIDA LICENSE NUMBER: 53608 FROM ANGLE OF BEAM AND MIN, SPACES REQUIRED. MAY BE TRIMMED TO I" X 2" SNAP (typ EACH SIDE) BEAM "B NOTES: SHEET S-2 FOR SIZE) Thomas L. Hanson P.E. 4. GUSSET PLATES MAY BE INTERNAL OR NOTES: 2x4 1 1. THE MINIMUM EDGE 2"X2"X 0,125" ANGLE F.A. SIDE OF BEAM EXTERNAL. 1. FASCIA SHALL BE SECURED TO RAFTER TAIL WITH (1) -1/4' 0 X 4" LAG SCREW DISTANCE IS 3" FOR MASONRY FLORIDA LICENSE NUMBER: 38654 5. INTERNAL SCREWS FOR POPLIN PRIOR TO GUTTER INSTALLATION. 2x5 2 STRUCTURES. EXISTING HOST STRUCTURE CONNECTION MAY BE INCLUDED IN 2. A 7" GUTTER MAY BE USED PROVIDED STRAP LENGTH IS INCREASED 2" IN 2. IF A RECEIVING CHANNEL IS (CONCRETE, GROUT FILLED Myron Max Neal P.E. TOTAL NUMBER OF SCREWS. LENGTH, 2x6 2 USED, USE TWICE THE NUMBER CMU OR WOOD) 6. GABLE SPLICE HAVE THE SAME PATTERN. 1 HOST STRUCTURE SHALL HAVE 2X4 ROOF TRUSSES (MIN) @D 24" O.C. (MAX) WITH 2x7 3 "B" ANCHORS INTO THE HOST FLORIDA LICENSE NUMBER: 86663 7.MINIMUM EDGE DISTANCE REQUIRED 1/2" 2'-0" OVERHANG (MAX) FOR PRIMARY BEAM TO GUTTER CONNECTION. STRUCTURE. ALL MINIMUM 2x8 3 SPACING SHALL BE APPLICABLE. BEAM SPLICE GUSSET DETAIL TYPICAL �S-3) SCALE:NTS OPTION #1 rA BEAM TO GUTTER & BRACKET CONNECTION DETAIL �SN.T.S.-3 OPTION #2 2x9 A BEAM TO HOST TO CONNECTION DETAIL 2x10 E4 �S-3 SC ALE: NTS joel ralarcleau P.E. FLORIDA LICENSE NUMBER: 70667 Erik Stuart P.E. FLORIDA LICENSE NUMBER: 77605 FBC Plans & Engineering Services, Inc. 6272 Abbott Station Drive Unit 101 EDGE MEMBER SELF -MATING BEAM �o' Zephyrhills, fl. 33542 1-1/2" X 0.0625'PLATE (12) - #12 X 1" SCREWS '12 -S# 1 BOTT (Top OR BOTTOM) OR PURLIN (2) #10X4" SMS INTO SCREW LL SHALL BE NOTCHED SHA FOR UPRIGHT Phone: (813)788-5314 Fax: 1-(866)-824-7894 @ 1" SPACING @ PA BOSSES FOR EDGE MEMBERS FOR SLOPED BEAMS, Email: erb@fbcplans.com Website: www.fbcplans.com ALL SCREW SPACING C.0,A, - #29054 '4=1 FROM EDGE OF BEAM 11 '- Y4 2" X 2" EDGE BEAM PURLIN DATE: 10-18-2021 2" x 2" SNAP SAVE RAIL SECTION (2) 410 X T'SMS INTO ----------------- (UNLESS OTHERWISE SHOWN NBY: DRAYTON 1" X 2" FASTENED TO COLUMN SCREW BOSSES CONNECTING FASTENED To COLUMN 0 0.0625" 6063-T6 FLAT PLATE ON S-2) - ATTACHED TO BEAM W/ (2) 1OX 1-1/2" SMS INTO SCREW_, I 00i WITH (2) #10 X 1-1/2" SMS EDGE BEAM TO PURLIN -1/2" SMS E DIAGONAL 0 0 I'W/ (12)#10X3/4" SMS BOSS —1001 REVISION: DATE: INTO SCREW BOSSES FOR C W S SMB OR SNAP COLUMN 3 0 S COL M 4� MEMBER 0 i i 1 i (MIN. 1/2" EDGE DISTANCE) — 00! 0 0 R01 03-14-2022 i i 0011 R02 %D 4 1 X 2 SNAP 0 R03 COLUMN EDGE MEMBER Job# 21101201 --jlv— 1" X 2" SNAP OR PURLIN PROJECT ADDRESS: ",-4" (MIN) UPRIGHT RESIDENCE (12) #14X 3/4" SCREWS 6699 COBBLE BLISS ST, NOTE: A RECEIVING CHANNEL (1/16" E ZEPHYRHILLS, FL THICKNESS) WITH (4) #10 X 3/4" SMS AT EACH CONNECTION MAY BE USED IN PLACE OF THE CONTRACTOR: (2) #10 X 3" SCREW BOSS CONNECTION. NOTE: (10) #14X 3/4" SMS MAY BE USED FOR 2X4 SMB BEAM CONNECTION HARTSHORN CUSTOM CONT. 8813 VENTURE COVE E ROOF BRACING CONNECTION DETAIL rD UPRIGHT TO BEAM CONNECTION -ALL WIND ZONES TAMPA, FL 33637 C SCALE: N.T.S. S-3 SCALE:NTS www,hcccscreens.com SLOPED OR FLAT PURLIN UPRIGHT DETAIL �S-3 SCALE:NTS DETAILS S-3 SECONDARYANGLE MIN UPRIGHT 4 O #10X3 0.125" THICK (NOT /4" SMS REQUIRED FOR 2X3 FASTENING SECONDARY MEMBER) ANGLE TO COLUMN (TYP PRIMARY Z" X 2" EACH SIDE) \� X 0.125" ANGLE () ` 55' (2) #1NX 3/4 SMS FASTENING (B) -3/8" 0 CONCRETE SCREW NOTE: WHEN USING OPTION #2 a L COLUMN TO PRIMARY ANGLE ANCHOR INTO SECONDARY CONNECTION CABLE MUST BE MI �} ' ANGLE TYP EACH SIDE(SEEWITHIN 6" OF CORNER OR (TYP EACH SIDE) �k ( SIDE) 1' X2 BASE MEMBER TABLE} (TYP EACH SIDE) PAVER PRIMARYMEMBER. s � 1" X 2" X 1/$"ANGLE 1/$.' ALUMINUM (1) - 3/8" 0 CONCRETE SCREW IJ! e, PLATE @ 45' ANCHOR INTO PRIMARY 4 #12 X 3 4 SMS ANGLE AND @ 1 4" 0 CONCRETE . O / ANGLE W/ 1' , / ANCHOR SPA (TYP TOP AND SIDE) a BREAK @ 90° W SCREW ANCHOR ( / 0a 24" O.C. BETWEEN COLUMNS a (MIN) (TYP)(SEE TABLE �^ S/16 EYF. BOLT �. �" OPTION #2 W LOCK NUT & (TYP EACH SIDE) 3" MIN DPTlON#1 / z I � � 2-3/4" MIN. EMBEDMENT 1/$" DiA. STAINLESS WASHER EA SIDE - � j OR RECEIVING CHANNEL STEEL CABLE (9) #14 X 3/4 SMS t SECONDARY ANGLE MIN 4 #10 x I. Y2" SMS F ' 0 (4) #10 x 3/4" SMS — �) @r' D.C. 10 FASTENING SECONDARY 0.125" THICK (NOT INTI OR ANGLE EA. SIDE (typ) ,� g+$ UPRIGHT REQUIRED FOR 2X3 0625" THICKNESS 3 8" WELDED STAINLESS �� (� 966,000E ANGLE TO COLUMN (TYP MEMBER (• ) / EACH SIDE) ) STEEL EYE BOLT 4� �a gg�9 •`" PRIMARY 2' X 2' (8) #14 X 3/4 SMS (B) -3(8" 0 CONCRETE SCREW X 0125 ANGLE - ANCHOR INTO SECONDARY (2) #10 X 3/4' SMS FASTENING COLUMN TO PRIMARY ANGLE ' _________________ Sr e View PROFESSIONAL ENGINEER SEAL ANGLE(TYP EACH SIDE) (SEE 1` 0 (MIN) WASHER� (TYP EACH SIDE)TABLE) 1"X 2" BASE MEMBER NUT ,o �% (TYP EACH SIDE) —' - ENGINEER OF' RECORDANCHORSPA (1) - 3/8" 0 CONCRETE SCREW 2 "X2" OR (2) #10x 3/4" SMS 0 MIN TYP SEE TABLE ANCHOR INTO PRIMARY PURLINOEA. LEG _ ------------ David W. Smith P.E. ( )( ) , a ANGLE AND @ 1/4" 0 CONCRETE (TO FLORIDA LICENSE NUMBER: 53608 3" (MIN ' . sGREWANCHi7R@ (TOTAL 8 SCREWS EA. , 24" O.C. BETWEEN COLUMNS CONNECTION Top View 2-3/4" MIN. EMBEDMENT (TYP EACH SIDE) r k 3/$" 0 ADJUSTABLE EYE P.E.3/8" NOTES: BOLT FOR CABLE TENSION Thomas L. Hanson % Concrete Screw 1. NUMBER OF ANCHORS `B" IS EACH SIDE INTO THE SECONDARY OPTION Column Anchor ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE IX2. 1 tY • 1/$" 0 STAINLESS FLORIDA LICENSE NUMBER: 38654 Size 2, MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING I STEEL CABLE B Min. Spa SHALL BE 2-3/4" ATATALL UPRIGHT LOCATIONS. ALL SCREW PURLIN OR GIRT TO BEAM OR POST DETAIL 2X3 LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT ��(( SCALE: NTS ,i t Myron Max Deal P.E. 2x4 I LENGTH FOR REQUIRED EMBEDMENT INTO CONCRETE FOOTING S-4 2xS 3" WHEN A PAVER DECK €S PRESENT. PERIMETER Fi2AMING } FLORIDA LICENSE NUMBER: 86663 2X6 I 4" 3. CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON ITW RED 2"12"X 1/8" EXTRUDED ANGLE 2x7 I S, HEAD® LOT 3/8" 0 STAINLESS STEEL CONCRETE SCREW. OTHER SIZE c i ON 45° ANGLE 2X8 2 3" ORTYPE OF ANCHORS SMALL NOT BE USED. Side View AATT J.t. ��7 T`�I�r.,l �y�� P.E. 2X4 2 4" 4.2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE OPTION #1 L P 1 d i CONNECTIONS AS 2X4 SHOWN IN TABLE. p 2xI0 2 4.5" S. WHEN CONNECTING TO WOOD USE IDENTICAL SIZED WOOD LAG. )1 CABLE CONNECTION AT CORNER FLORIDA LICENSE NUMBER: 70667 6.2X2 MEMBER USES PRIMARY CONCRETE CONNECTION ONLY. _4, SCALE:NTS 2" x 3" OR LARGER UPRIGHT TO CONCRETE Vij/WO PAVER DETAILS Erik Stuart P.E. S_tI SCALE: NTS ii FLORIDA LICENSE NUMBER: 77605 FBC Plans & Engineering OP'rION #1 -A-36 STEEL Services, Inc. CLIP (OR EQUIVALENT) 6272 Abbott Station Drive Unit 101 DOUBLE COMPRESSION MAY BY PLACED ON TOP OF GRADE SLEEVES DECK W/ (2) 3/8"X 3" Phone: (81 7335 3 SLEEVE ANCHOR Phone: 866)-888-5314 Fax; 1-(856}-824-7894 Email: erb@fbcplans,com 2500 PSI CONCRETE WITH 4 Website: www.fbcplans.com WELDED WIRE OR FIBERMESH ffia m� a ;®.� DATE: 10-1.8-2021 d� rIj • `' � 4, A' tlj Y' 1-1/2 MIN. (2) #5 CONTINUOUS DRAWN BY: DRAYTON �.12"---°° OPTION kl 25OVERLAP ON 3 REVISION: DATE: 2500 PSI CONCRETE W/ CHAIRS RO 1 03-14-2022 c"1 WIRE OR TOPOF[WELDED FIBERMESH 12"x12" RO2 CONCRETE a ® RIBBON FOOTING RO 3 NOTES FOR ALL FOUNDATION TYPES : ob# 21101201 1fSTEEL ABLESSJ � ? PROJECT ADDRESS: STEEL CABLE ° A 1. THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL a BEARING PRESSURE OF 1,500 PSF. THE BEARING CAPACITY OF THE RESIDENCE d� SOIL VERIFIED BY A LICENSED CONTRACTOR PRIOR TO ANY POURING 6699 COBBLE BLISS ST, 1-1/4" X 7-1/4"X 1/8" 1 - I �'' OF CONCRETE, ZEPHYRHILLS, FL ALUMINUM FLAT BAR TE dim '> 2. THE SLAB FOUNDATION MUST BE CLEARED OF ALL DEBRIS, AND SCREWS (MIN 3-3/4" OPTION �z (2) °0 X CONCRETE COMPACTED PRIOR TO POURING OF ANY CONCRETE. CONTRACTOR: EMBEDMENT) 3. CONCRETE MEET THE SPECIFICATIONS IN THE S-1 NOTES PAGE. HARTSHORN CUSTOM CONT, NOTE: CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON TITEN 8813 VENTURE COVE HD 3/8" 0 SCREW ANCHORS WITH AN ALLOWABLE SHEAR CAPACITY OF 880 LEE, W/ EDGE DISTANCE AND SPACING SHOWN, TAMPA, FL 33637 g CONTINUOUS FOOTING w ,hcccscreens.com i 2 CABLE TO FOUNDATION CONNECTION DETAIL �_[� NOT TO SCALE DETAILS S_(�• SCALE: NTS U Q AS -BUILT SURVEY DESCRIPTION: (AS FURNISHED) LOT 11 BLOCK 10, SILVERADO RANCH SUBDIVISION PHASE 58 AS RECORDED IN PLAT BOOK 81, PACE(S) 6 —73, OF THE PUBLIC RECORDS OF PA5CO COUNTY, FLORIDA. DRESS; 6699 COBBLE BUSS STREET EPHYRH LLS� FL 335+1 tt�a � FOR THE BENEFIT AND I EXCLUSIVE USE M OHI TITIE OF FLORIDA,, INC. DWI MORTGAGE COMPANY LTD DHI TITLE INSURANCE COMPANY RICHUNE, III 1, ALL DIRECTIONS AND DISTANCES HAW BEEN FIELD VERIFIED, INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, Or ANY. z PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 08-12-21, UNLESS OTHERWISE SHOWN. 1 THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEJREON FOR EASEMENTS RIGHT WAY, RESTRIc-noNs OF RECORD WHICH MAY WiCT 1'HEONFILE OR USE OF THE LAND 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED, 5' BUILDING PES SHOWN HEREON ARE NOT TO BE USED TO RECONSTRUCT THE BOUNDARY LINES, 7� 'IREES SHOWN HEREON WERE IDENTIFIED AND POS-nONED BY THE �ZAhljk THE COMPUMON OF THE LANDSCAPING, AND NOT SURVEYOR AT THE TIME THAT I'MIS FINAL SURVEY WAS PERFORMED IN 'alE FIELD ON 06-12-2t 11 • t ♦+ a 2i ii i� Oum Sable a C7. # L"g6r Radtus DmSha Cq+ard 6eg groed C2 $6.36' 165.00° 2MV21'° AdM6' .06'. * C 2.6'i Yfl5.041124`60°. td47`57°13"E ,"12.81 IBM E p GHT OF. WAY UNE DRAWAM FLOW 00"NG Alm A/C AIR CONIN TER ccelcmm Em � 2 , •i. s. t l • i. �.y M Da4s Ap81.dRia 7ssaaa aaca m General Notes A. CONCRETE & FOUNDATION DESIGN: 1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 PSI MINIMUM. 1 ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI MINIMUM, 3 1/2" NOMINAL THICKNESS. 3. FIBERMESH (3/4" PER CUBIC YARD MIN.) MEETING APPROPRIATE ALI AND ASTM REQUIREMENTS MAY BE USED IN LIEU OF WELDED WIRE MESH 4. ALL SLABS ON GRADE SHALL BE 4" THICK WITH FIBERMESH. 5. ALL REINFORCING SHALL CONFORM TO ASTM A615, BE GRADE 60 (60 KST MIN.) DEFORMED BARS, #3 BARS MAY BE GRADE 40 6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL BE 3000 PSI MIN., 2" MINIMUM. THICKNESS. 7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE FOLLOWING: OPC (PORTLAND CEMENT TYPE I,- ASTM C 150). AGGREGATES - #6 STONE, ASTM C 33 SIZE NO. 67 LESS THAN 3/4". AIR ENTRAINING +/- 1% - ASTM C 260. WATER REDUCING AGENT - ASTM C 494. CLEAN POTABLE WATER. OTHER ADMIXTURES SHALL NOT BE PERMITTED. 9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. 10. PREPARE & PLACE CONCRETE ACCORDING TO AMERICAN CONCRETE INSTITUTE MANUAL STANDARD PRACTICE, PART 1, 2, & 3 ALONG WITH HOT WEATHER CONDITIONS RECOMMENDATIONS. 11. IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, CONCRETE SHALL BE A MINIMUM OF 4" IN THICKNESS, VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, SPALLING OR OTHER DETERIORATION. B.MASONRY: I. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON TYPE M OR S MORTAR. 2. ALL MORTAR SHALL BE OF TYPE M OR S. 3. ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE MAXIMUM COARSE AGGREGATE SIZE OF 3/8". 4.PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN HEIGHT. HOT DIPPED GALVANIZED. 5. ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X BOLT DIAMETER INTO STRUCTURAL FRAMING (G=.42 MIN.). 6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF THE BOLT OR SCREW. ALL LAG BOLTS AND SCREWS SHALL BE INSERTED IN PILOT HOLES BY TURNING AND UNDER NO CIRCUMSTANCES BY DRIVING WITH A HAMMER. 7. ALL EXPANSION ANCHORS SHALL BE DESIGNED IN ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY BE APPLIED IN CONDITIONS ACCEPTABLE TO MANUFACTURER. FASTENERS SHALL BE MINIMUM OF SAE GRADE #5 OR BETTER ZINC PLATED. B. ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 18-8, UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES FOR USE WITH ACQ PRESSURE TREATED WOOD, OR OTHERWISE NOTED ON PLANS. 9. ALL FASTENERS SHALL COMPLY WITH ASTM A153, 10. ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS G-185. I I. FOR SMS, THE MINIMUM CENTER -TO -CENTER SPACING SHALL BE 3/4" AND MINIMUM CENTER -TO -EDGE SHALL BE 1/2" UNLESS NOTED OTHERWISE. ASTM E 119 ASTM E 1300 ASCE 7 -16 AA ASM35, AND SPEC. FOR ALUMINUM PART 1-A, & 1-13 ASTM C94 ASTM C150 ASTM C33 ASTM C260 ASTM C494 ASTM A6 15 ASTM A185 FLORIDA BUILDING CODE (CHAPTERS 16,20 AND 23) 7TH EDITION 2020 CURRENT ALUMINUM DESIGN MANUAL F. ABBREVIATIONS: C. ALUMINUM: THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED I. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE TO REPRESENT ALL THOSE USED ON THESE DRAWINGS, BUT MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. MINIMUM THICKNESS OF 0.040" FOR SUPPORTING MEMBERS 1. TYP -- TYPICAL 2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 2. SIM --SIMILAR 0.024" SHALL APPLY. 3. LON -- UNLESS OTHERWISE NOTED 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO "PART I -A - 4. CONT --CONTINUOUS SPECIFICATIONS FOR ALUMINUM STRUCTURES - ALLOWABLE S. VIF -- VERIFY IN FIELD STRESS DESIGN" OR "PART I-B - SPECIFICATIONS FOR G. RESPONSIBILITY: ALUMINUM STRUCTURES - BUILDING LOAD AND RESISTANCE 1. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED FACTOR DESIGN" OF THE ALUMINUM DESIGN MANUAL CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING PREPARED BY THE ALUMINUM ASSOCIATION, CODES, LOCAL ORDINANCES, ETC, INC.WASHINGLON D.C. THE FLORIDA BUILDING CODE 7TH 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, EDITION (CHAPTER 16 STRUCTURAL DESIGN & CHAPTER 20 NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN ALUMINUM). DRAWINGS, FABRICATED ITEMS, OR ACTUAL FIELD 4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL, OR CONDITIONS, PRESSURE TREATED LUMBER PROVIDE DIELECTRIC 3. THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE SEPARATION. 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS CONTRACTOR THAN #10 SMS 6" FROM THE ENDS AND 12" ON CENTER, IF 4. ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED USING 912 SPACING MAY BE 24" ON CENTER. ON INFORMATION PROVIDED BY THE CONTRACTOR AND 6. VINYL/ACRYLIC/GLASS PANELS SHALL BE REMOVABLE. THEY MANUFACTURER. SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING 5. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A "REMOVABLE PANEL SHALL BE REMOVED WHEN WIND LICENSED P.E. IN ACCORDANCE WITH STANDARD SPEEDS EXCEED 75 MPH". DECAL SHALL BE PLACED SO IT IS ENGINEERING PRACTICES. VISIBLE WHEN PANEL IS INSTALLED. (ACRYLIC/GLASS WINDBREAKERS INCLUDED) H. MISCELLANEOUS: 1. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A D. FASTENERS: MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME. IF I ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE THE EXISTING STRUCTURE IS ONE OF THESE, A SEPARATE 4TH 300 18-8, WITH STANDARD FLAT WASHER UNLESS WALL SUPPORT SYSTEM MUST BE ENGINEERED SO THAT NO MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED WITH ACQ PRESSURE TREATED WOOD. HOME. I HEX BOLTS HAS TO BE ASTM A 325, PLATED WITH STANDARD Z IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, THE FLAT WASHERS AND NUTS. ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING I ALL CONCRETE SCREWS SHALL BE, SIMPSON, HILTI, RAWL, BARRIER REQUIREMENTS OF THE FBC 7TH EDITION TATCON, REDHEAD, DYNABOLT, OR APPROVED EQUAL. R 4501.17.1 IN ITS ENTIRETY. 4. ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE 3. EMERGENCY ESCAPE & RESCUE OPENING PER FBC R310.1 SHALL BE VERIFIED BY CONTRACTOR & BUILDING OFFICIAL 4. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY CONTRACTOR, S. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, ENSURE BONDING AGENT IS USED FIRST. 6, SCREENING MATERIAL SHALL BE 18X14X0.013 OR EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED ON DRAWING S-2. 7. 1"X2"X.045 NON-STRUCTURAL MEMBERS SHALL BE ATTACHED TO HOST WITH 1/4" DIAMETER X 1-3/4" EMBEDMENT & 24" D.C. MASONRY SCREW FOR CONCRETE & EQUIVALENT SIZE WOOD SCREW WHEN IN WOOD & #10 X 1/2" EMBEDMENT SMS OR TEK SCREWS IN ALUMINUM MEMBERS TYPICAL. 8. PLEASE NOTE: 2x2 (typ) DIAGONAL BRACING SHALL BE 2"X2"X0.055" MATERIAL, UNLESS OTHERWISE NOTED ON S-2. JOB DESCRIPTION: SCREEN ENCLOSURE DESIGN DATA: L ULTIMATE DESIGN WIND SPEED Volt, (3 SECOND GUST): NOMINAL DESIGN WIND SPEED Vasd: 2, RISK CATEGORY: 3. WIND EXPOSURE: 4. WIND LOADS: SCREEN ROOF: 7 PSF SCREEN WALLS: 25PSF SOLID ROOF (SCREEN WALL): N/A Iq �0 s� 7 V, % `;M PROFESSIONAL ENGINEER SEAL 135 MPH 104 MPH ENGINEER OF RECORD I B E David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER: 38654 5. THIS STRUCTURE COMPLIES WITH FBCEB 1103.1 IEB 1103.21EB 1103.3 AND THEREFORE HAS NO ADVERSE AFFECT ON THE EXISTING STRUCTURE. HOST STRUCTURE HAS EXISTING FASCIA. 6. FACTOR APPLIED TO SCREEN WIND LOADS FOR I8X14X0.0I 3 OR EQUIVALENT DENSITY SCREEN MESH: 0.88 7, FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6 8. LIVE LOAD: 300 1b. VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS. 200 ib. VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS. 9. EXISTING SLAB AND OR FOOTING MEETS THE REQUIREMENTS TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE. 10. SCREEN ROOF TYPE: CABLE/HIP 11. SOLID Rff`F'jYPE: N/A HOLLOW SECTIONS 2 x 2: --------------------------------------2" x 2" x 0.044" 2 x 2055: -------------------------------2" x 2" x 0.055" 2 x 3: ---------------------------------------2„ x 3" x 0.050" 2 x 4: --------------------------------------2„ x 4" x 0.050" 2 x 5: ---------------------------------------2" x 5" x 0.050" OPEN BACK SECTIONS I x 2:-------- - ----- ---------------- 1" x'2�'x 0.040" 1 x 3: ------- ---------------------- ----- ------ I" x 3" x 0.045" SNAP SECTIONS 2 x 4: ---------------------------------- 2" x 4" x 0.045" Snap 2x4H: ----------- -------------------- 2' x 4" x 0.060" Snap 2x5: --------------------------------- 2" x 5" x 0.055" Snap 2x4SMB: ------------------------ 2" x 4" x 0.044" x 0.100" 2x5SMB: ------------------------ 2" x S" x 0.050" x 0.118" 2 x 6 SMB:------------------------ 2" x 6" x 0.050" x 0.120" 2 x 6 IT SMB: --------------------- 2" x 6" x 0.072" x 0.224" 2x7SMB: ------------------------ 2" x 7" x 0.057" x 0.120" 2 x 7 H SMB: --------------------- 2" x 7" x 0.072" x 0.224" 2x8SMB: ------------------------ 2" x 8" x 0.072" x 0.224" 2 x 8 H SMS: --------------------- 2" x 8" x 0,082" x 0.306" 2x9SMB: ------------------------ 2" x 9" x 0.072" x 0.224" 2 x 9 H SMB: --------------------- 2" x 9" x 0.072" x 0.306" 2 x 10 SMB: ---------------------- 2" x 10" x 0.092" x 0.374' ALL WORK83HALL 'COMPLY W11H pp 11 'PIDA 1_LD11hVh1j, "t NA -11 ELECT8U1Is- Sy,_ "00", hi 1� UDE rz AND T EPHYRH' ORDAIA. ILLE. I " S cl I,-%/ 7 ILA N Myron Max Neal P.E. FLORIDA LICENSE NUMBER: 86663 Erik Stuart P.E. FLORIDA LICENSE NUMBER: 77605 FBC Plans & Engineering Services, Inc. 6272 Abbott Station Drive Unit 1,01 Zephyrhills, fl, 33542 Phone: (813)788-5314 Fax: 1-(866)-824-7894 Email: erb@fbcplans.coni Website: www.fbcplans.com C.O.A. - #29054 DATE: 10-18-2021 uxwIr7r��r .� RO 1 02-01-2022 RO 2 RO 3 job# 21101201 I!ROJECT ADDRESS: RESIDENCE MAdAd "�-MMM& CONTRACTOR: HARTSHORN CUSTOM CONT. 8813 VENTURE COVE TAMPA, FL 33637 www,hcccscreens.com NOTES �41 S-1 0 L- I V- :2 :2 0 ,4x,060 Ctj X 1x2 1 1-6 )) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1x2 M CD I'D CD 1,0 CD tiU M X C) C) CD X CU X >� X Xcu 0 1 'q- 11 X "q- X X CU CU CU 2x2x,050 2x2x,050 (typ) 1x2 (typ) Z (typ) 2 2 2 NOTD DOOR LOCATION(s) TO BE DETERMINED ON SITE, IT IS UNDERSTOOD THAT ALL SCREEN ENCIOSURES WILL HAVE AT LEAST ONE DOOR, THE L OCATION OF THAT DOOR MAY BE DETERMINED OR ADJUSTED ON SITE DUE TO SITE CONDIIIIINS, AS LONG AS NO PRIMARY STRUCTURAL COMPONENTS ARE DELETED, CO 0 1X2 F 2x2 0 DOOR I 2x4x,060 CD (U In X CD n X >1 X X in 1x2 CU 1-411 NOTES SHALL -N11 F AFFECT EGRESS, IN NN f"j "7w y-4 PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER: 38654 Myron Max Neal P.E. FLORIDA LICENSE NUMBER: 86663 Joel Falardeau P.E. FLORIDA LICENSE NUMBER: 70667 Erik Stuart P.E. FLORIDA LICENSE NUMBER: 77605 FBC Plans & Engineering Services, Inc. 6272 Abbott Station Drive Unit 101 Zephyrhills, fi, 33542 Phone: (813)788-5314 Fax: 1-(866)-824-7894 Email: erb@fbcplans.com Website: www.fbcplans,com C.O.A. - #29054 DATE: 10-18-2021 DRAWN BY: DRAYTON REVISION: DATE: R01 02-01-2022 R02 R03 job# 2110,201 PROJECT ADDRESS: RESIDENCE 6699 COBBLE BLISS ST, ZEPHYRHILLS, FL CONTRACTOR: HARTSHORN CUSTOM C(7NT. 8813 VENTURE COVE TAMPA, FL 33637 www.hcccscreens.com ELEVATIONS S 3/16" ALUMINUM GUSSET I" X S" OR 7" X6" WIDTH EXTRUDED 2"x PURLINS(SSE A-1 F PLATE SMS B #14X 3/ GUTTER BRACKET(THICKNESS OF LEG E,' SHALL BE EQ UAL TO THE PRIMARY '�'N, V, P FOR SIZE ATTACHED TO F @ LAG SCREW SHALL BE 0.125" MIN. (4) 1/4" 0 X 2" EMBEDMENT WOOD '12"OPEN C." I, INCHES A 2X6 PRIMARY BEAM, (H) (6 BEAM w/MIN (4) #10 x I Y2' LONG LEG SHALL BE 0,072" MIN) SCREWS @ BRACKET & (1) SCREW OPTIONAL: 1. U-H- 414 X 3/4"SMS v SMS at, @ EACH BEAM W/ (4)#14X3/4" SMS 1" SPA. INTO GUTTER LIP @ 12" D.C. MAX BACK ATTACHED TO HOST W/ 1/4"0 CONCRETE ATTACHING ANGLE TO BEAM W tti EXISTING HOST STRUCTURE (1) SCREW OR LAG WITHIN 6" EACH SIDE (1" MIN. SPACING) a' N�"� % — OF BEAM & @ 24" O.C. MAX 21, BETWEEN BEAMS EAM/PURLIN (SLOPED OR FLAT) 00 ti zXUU BEAM/PURLIN (SLOPED OR 2" X 2"X 1/8 ANGLE EACH SIDE ------ 'S"S NAPSUPER GUTTER t 0 0 FLAT) W/ (4) #14 X 3/4"FOR 1" X 2" SNAP (B) - 1/4"0 CONCRETE SCREW 0 PROFESSIONAL ENGINEER SEAL NOTES: BEAM (4) #12X3/4" W/ 1-1/2" EMBEDMENT INTO 1. "N" NUMBER OF SCREWS IN ANY FOR PURLIN (FASTENING NOT REQUIRED) MASONRY (1-1/2" MIN. SPACING ENGINEER OF RECORD DIRECTION (EXAMPLE N=S FOR 2X6 BEAM) I'X 2" X 1/16" OR 2. TOTAL NUMBER OF SCREWS PER JOINT RECEIVING (2) #14 X 3/4" SMS (typ) EA. SIDE (B- 1/4" 0 X 2" LAG SCREWS EQUALS 4 TIMES' B". (4) #14 X 3/4" SMS INTO GUTTER j I David W. Smith P.E. CHANNEL INTO WOOD (1" MIN SPACING) -SLOPED OR FLAT 3, PLATE WIDTH SHALL BE DETERMINED EXCESS BEAM (2) #14 X 2" SCREW FASTENING ANGLE (TYP 2 LOCATIONS) ROOF BEAM (SEE FLORIDA LICENSE NUMBER: 53608 FROM ANGLE OF BEAM AND MIN. SPACES MAY BE TRIMMED TO I" X 2" SNAP (typ EACH SIDE) SHEET S-2 FOR SIZE) REQUIRED. BEAM "B" NOTES: V2"X2"X 0.125" ANGLE Thomas L. Hanson P.E. NOTES: 4.. GUSSET PLATES MAYBE INTERNAL OR - 1. THE MINIMUM EDGE EA. SIDE OF BEAM 1. FASCIA SHALL BE SECURED TO RAFTER TAIL WITH (1) -1/4' 0 X 4' LAG SCREW 2.� 1 M EXTERNAL, DISTANCE IS 3" FOR MASONRY FLORIDA LICENSE NUMBER: 38654 5. INTERNAL SCREWS FOR PURLIN PRIOR TO GUTTER INSTALLATION, 2x5 2 STRUCTURES. _EXISTING HOST STRUCTURE CONNECTION MAY BE INCLUDED IN 2, A 7" GUTTER MAY BE USED PROVIDED STRAP LENGTH IS INCREASED 2" IN 2, IF A RECEIVING CHANNEL IS (CONCRETE, GROUT FILLED Myron Max Neal P.E. TOTAL NUMBER OF SCREWS, LENGTH. 2x6 2 USED, USE TWICE THE NUMBER CMU OR WOOD) 6, GABLE SPLICE HAVE THE SAME PATTERN. 3, HOST STRUCTURE SHALL HAVE 2X4 ROOF TRUSSES (MIN) @ 24" O,C, (MAX) WITH 2x7 3 "B" ANCHORS INTO THE HOST FLORIDA LICENSE NUMBER: 86663 TMINIMUM EDGE DISTANCE REQUIRED 1/2" 2'-0"OVERHANG (MAX) FOR PRIMARY BEAM TO GUTTER CONNECTION. STRUCTURE, ALL MINIMUM 2x8 3 SPACING SHALL BE APPLICABLE. rB BEAM SPLICE GUSSET DETAIL TYPICAL �S-3) SCALE:NTS BEAM A OPTION #1 M TO GUTTER & BRACKET CONNECTION DETAIL �S-3 NJ.& 2x9 3 rA OPTION #2 2' BEAM TO HOST TO CONNECTION DETAIL 2X10 E4] �S-3 SCALE: NTS Joel ralardeau P.E. FLORIDA LICENSE NUMBER: 70667 Erik Stuart P.E. FLORIDA LICENSE NUMBER: 77605 FBC Plans & Engineering Services, Inc. 6272 Abbott Station Drive Unit 101 EDGE MEMBER SELF -MATING BEAM Zephyrhills, fl, 33542 1-1/2" X 0,0625' PLATE ('12) - #12 X 1" SCREWS OR PURLIN SHALL SHALL BE NOTCHED Phone: (813)788-5314 T (TOP OR BOTTOM) 1"' SPACING OOTFROM (2) #10X4" SMS INTO SCREW FO FOR UPRIGHT Fax: 1-(866)-824-7894 BOSSES FOR EDGE MEMBERS FOR SLOPED BEAMS, Email: erb@fbuplans.com Website: www.fbcplans.com MAINTAIN ALL SCREW SPACING C.O,PL - #290S4 EDGE OF BEAM PURLIN 2" X 2" EDGE BEAM DATE: 10-18-2021 2" x 2" SNAP SAVE RAIL SECTION (2) #10 X 3" SMS INTO (UNLESS OTHERWISE SHOWN DRAWN BY: DRAYTON 1" X 2" FASTENED TO COLUMN SCREW BOSSES CONNECTING 0.0625" 6063-T6 FLAT PLATE ON S-2) - ATTACHED TO BEAM W/ (2) 10X 1-1/2" SMS INTO SCREW_ 00! WITH (2) #10 X 1-1/2' SMS EDGE BEAM TO PURLIN #10� 1 �ZZ� SMS DIAGONAL W/ (12)#10X3/4"SMS BOSS 00 REVISION: DATE: INTO SCREW BOSSES FOR MEMBER 1 (MIN. 1/2" EDGE DISTANCE) 00! RO 1 02-01-2022 SMB OR SNAP COLUMN 0011 0011 RO 2 0 1 1 X 2 SNAP RO 3 COLUMN EDGE MEMBER job# 21101201 1" X 2:'SNAP OR PURLIN PROJECT ADDRESS: 4" (MIN) UPRIGHT RESIDENCE (12) 914X 3/4' SCREWS 10 6699 COBBLE BLISS ST, NOTE: A RECEIVING CHANNEL (1/16" I ZEPHYRHILLS, FL THICKNESS) WITH (4) #10 X 3/4" SMS AT EACH CONNECTION MAY BE USED IN PLACE OF THE CONTRACTOR: (2) #10 X 3" SCREW BOSS CONNECTION. NOTE: (10) #14X 3/4" SMS MAY BE USED FOR 2X4 SMB BEAM CONNECTION HARTSHORN CUSTOM CONT. 8813 VENTURE COVE E ROOF BRACING CONNECTION DETAIL rD UPRIGHT TO BEAM CONNECTION -ALL WIND ZONES TAMPA, FL 33637 C �S-3 SCALE: N.T.S. S-3 SCALE:NTS www.hcccscreens.com SLOPED OR FLAT PURLIN UPRIGHT DETAIL S-3 SCALE:NTS DETAILS S-3