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HomeMy WebLinkAbout5715 Gall Blvd= -- E RUCTUR'AL DESIGN REQUIRES ALL DOORS AND WINDOWS TO BE 3RIDA APPROVED AND RATED FOR INDICATED DESIGN PRESSURES D SPECIFIC BRANDS TO BE DETEMINED BY OWNER/CONTRACTOR, OR AND WINDOW MANUFACTURER TO PROVIDE RATING RTIFICATION FOR THEIR PRODUCTS INDICATING ORS WILL WITHSTAND THE PRESSURES SULTING FROM INDICATED WIND SPEED (3 SEC GUST) OR AND WINDOW MANUFACTURER TO PROVIDE STALLATION INSTRUCTIONS FOR THEIR PRODUCT ICH THAT WHEN INSTALLED PER THEIR STRUCTIONS THE RATED PERFORMANCE WILL ATTAINED, f E- CONTRACTOR TO INSTALL DOORS AND WINDOWS ACCORDING I MANUFACTURER'S INSTRUCTIONS, I 0' X 10' ROLL -UP 1' 10 _6 GARAGE DOOR 10' X10' ROIL 1 I hereby certify that I have reviewed this plan and f ound it to be in compliance with ASCE 7-22 and the Florida Building Code 2023 8th Edition David W, Smith,, RE, #53608 6 -UP GARAGE DOOR 8'X8' ROLL -UP GARAGE DOOR 0/ 2'-6" ' 3` 16 10 i � au33 PARCEL: 11- 26- 21- 0010- 03200- 0010 b G 0' X1D' ROLL -UP GARAGE — —--------------------------------------f — _---------- _ '11 + - _ 1 fl C_ 0' X10' ROLL -UP GARAGE DOOR 1112 8' X8' ROLL -UP GARAGE -------- ------------------ ----- ----------------- 3` — 16' RIGHT ELEVATION 1112 ---------------------------------------------------------------------------------------------------------------------------------------------------------------- 2'-6p LEFT ELEVATION SH 34 I hereby certify that I have reviewed this plan and found it to lae in compliance with ASCE 7-22 and the Florida Building Cocle 2023 8th Edition David W. Smith, P.E. #53606 REAR ELEVATION 3068 i� 10' X'10' ROLL -UP GARAGE D❑ -------------------------------- I-= FRONT ELEVATION D.W.SMITH,M.S 9P.E.#53608 MASTER MECHANICS FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 5715 GALL BLVD PROJECTS ENGINEERING CONSULTANT ZEPHYRHILLS, FLORIDA 9909 WALLASTON DRIVE-DADE CITY, FLDR I DA 33525 SHEET ❑F PHONES C CELL) 813-469-2289 E-MAIL, dwSf 1pe@earth I ink, net ELEVATIONS 2 OF 5 SCALE DATE JOB NO. 1 /4"= V-0" 15 JAN 2025 RICK GOLLHARDT - DRAFTSMAN DESIGN/DRAWN CHECKED 2024-1219 PHONES ( CELL) 813-781-3651 E-MAILS molthardtKampday.mcom R. G O LL HA R DT D . W. S. P E _�s 14 S-M ENTIRE ld4?G) @ O.C. LONG E IM ER (OR Vlo S.M.S. �81' OCdj�111MIN WASHER 2" MIN: D.IN WOOD) 2"X9" S.M.B. CENTER BEAM E ALU 3/8" X-3-1/2" THRU BOLTS �4TUP12 OR'(3�0�-14W'S.M.S. ON EACH SIDE OF COLUMN " ALUMINUM POST- I I POST CONNECTION 3-1/8 $1 x 1-1/2" x 1/8" BASE W/(2) 1/4" TAPCONS 2" MIN. -EMBED.) OR EQUIV. /PC W/(2) 3/8" THRU BOLTS A POST EXISTING CONCRETE SLAB POST TO SLAB CONNECTION fflhs� POST AND BEAM PLAN compliance with ASCE 7-22 and the Florida Building Code 2023 8th Edition David W, Smith, P.E. #53608 TO�V Ci DOUBLE 2X6 TOP PLATE 3" COMPOSITE PANEL ROOF 2X6 FIRE STOPSLONG° ENTIRE PRIMETERG) MR #10 O.C. .S. ER 10'-0" TYPICAL 2"SMIN C MBE�D. IMIN I OD) 1 FASTEN 2X6 PT BOTTOM PLATE TO EXISTING SLAB WITH 1/2" WEDGE ANCHORS OR EQUILV. SPACED 24" O,C MAX. 2X6 STUDS CAD 16" O.C. FASTEN TO DBL TOP PLATE W/ SIMPSON SP2 RATED 1065# UPLIFT OR EQUIV, FASTEN 2X4 STUDS TO PT BASE PLATE W/ SIMPSON SP1 RATED 585# UPLIFT FL#10456 FASTEN 1/2" CDX OR OSB WALL SHEATHING WITH 8d COMMON NAILS 0 6" AT EDGES AND 8" O.C. IN FIELD APPLY TYVEK OR EQUAL HOUSE WRAP PER MFGRS SPECIFICATIONS MIN R-15 INSULATION (IF REQUIRED) 12" MIN OVERLAP OF PANELS—' 14 S.M ALONG ENT 3" COMPOSITE PANEL ROOF -L©NS.M.S. ENTIRE PRIMETERG)(OR 0 12 S.M.S. ?8" O.C. W 1 MIN WA HHER 2" MIN. EMBED. IN WOOD 3" CHANNEL OR 3" RECEIVER GUTTER IS REQUIRED ALONG ALL EXPOSED PERIMETER PANEL EDGES #10 TEK ® 12" O.C. TOP AND BOTTOM FLASHING FASTEN TO GUTTER AND PANEL #10 TEK ® 12" O.C. TOP AND BOTTOM PROVIDE CHAULKING BETWEEN PANEL AND FLASHING OW —DOUBLE 2X6 TOP PLATE ELARGED CIRCLE "A" EAl FASTEN 2X6 CRIPPLE STUD TO DOUBLE 2X6 TOP PLATE WITH SIMPSON SP-2 AT TOP AND SIMPSON SP-1 ON DOUBLE 2X12 HEADER AT BOTTOM. ATTACH PER MANUF. SPECS FASTEN DOUBLE 2X12 HEADER TO 2X6 KING STUD WITH SIMPSON LSTA21 STRAP. ATTACH PER MANUF. SPECS TYPICAL EACH OPENING FASTEN DOUBLE KING STUD TO 2X6 DOUBLE TOP PLATE `WITH SIMPSON DSP. ATTACH PER MANUF. SPECS TYPICAL EACH OPENING. TOP AND BOTTOM 1G'X10' ROLL -UP GARAGE DOOR 10'XIO' ROLL -UP GARAGE DOOR DOUBLE 2X12 HEADER TYPICAL ALL OPENINGS 8' X8' j ROLL -UP GARAGE DOOR Ot �2 101 2'-6" 2f—T a FASTEN DOUBLE KING STUD TO 2X6 PT BOTTOM PLATE WITH SIMPSON HTT5 TENSION TIE RATED 4350# UPLIFT ATTACH PER MANUFACTURERS SPECS TYPICAL AT EACH OPENING RIGHT ELEVATION LEFT ELEVATION EXISTING FOOTER AND SLAB FASTEN 2X6 STUD WALL TO EXISTING CONCRETE BLOCK WALL WITH 1 /4" TAPCONS SPACED 24" O.C. MAX FASTEN 2X6 PT BOTTOM PLATE TO EXISTING BOND BEAM WITH 1/2" WEDGE ANCHORS OR EQUILV. SPACED 24" O,C MAX. /--2X6 KNEEWALL ON EXISTING BLOCK WALL G l-] FASTEN 2X6 STUD WALL TO DOUBLE 2X6 TOP PLATE WITH SIMPSON SP-2 AT TOP AND SIMPSON SP-1 ON 2X6 PT BOTTOM PLATE. ATTACH PER MANUF. SPECS FASTEN 2X6 PT BOTTOM PLATE TO EXISTING BOND BEAM WITH 1/2" WEDGE ANCHORS OR EQUILV. SPACED 24" O,C MAX. 2X6 KNEEWALL ON EXISTING BLOCK WALL REAR ELEVATION FASTEN 2X6 STUD WALL TO DOUBLE 2X6 TOP PLATE WITH SIMPSON SP-2 AT TOP AND SIMPSON SP-1 ON 2X6 PT BOTTOM PLATE. ATTACH PER MANUF. SPECS FASTEN 2X6 PT BOTTOM PLATE TO EXISTING BOND BEAM WITH 1/2" WEDGE ANCHORS OR EQUILV. SPACED 24" O,C MAX. 2X6 KNEEWALL ON EXISTING BLOCK WALL 34'-6 DETAIL A - A FASTEN DOUBLE 2X6 HEADER TO 2X6 KING STUD WITH SIMPSON LSTA12 STRAP. ATTACH PER MANUF. SPECS TYPICAL EACH OPENING % 2X6 FIRE STOPS / 10'-0" TYPICAL WITHE 12X3 4x1TEKGS (A10 LEJMUDE�ALL CONNPCTION . TYPICALIC H SIDE 2X6 STUD WALL EXISTING BLOCK WALL FASTEN DOUBLE 2X12 HEADER TO 2'X6 KING STUD WITH SIMPSON LSTA21 STRAP. ATTACH PER MANUF. SPECS TYPICAL EACH OPENING t g 77 _TI I I 1 17 I 10 X10' GARAGE DR SH 34 3068 o i E o 1. Ll .11. I :• ,. .-f,•. .{ 'J.. ,.{�; ';•.:.Lti.,;,..a§ "?; ..4.Y• i.• ''«,• • ;'y.'w:•.,. .�, ti: ,� , _ ,� a-.l .: f .•f d. } .:... ..,'..;i: ,., .• 1..� it, f. �• �..,z't .fi.� ; ti:, ! : { r:.f t':^i• ♦ i:4 .ai: k, Y A %.' ..,y ..! •t J ,. l.!••,•{1 �i. t.:e• f� ;Y .t K ..% i =/Y4 t. �•, !1 i. �.s '.!• ':�. Y. r:ti•. .�4._�y ?!.' x "•'[' •]•. .-1 .y,s.R t -p.V. '.`. r i�. ti ..�}. .�. +J ;Y`i' w •"',+[p •.f x.. •. •5.,;..s Y: 2!ti.•�.,. ,, �.:*s•y...••((-.ri a;a f'': * f � Y i.�.... Y it i '��D,. ft yti { � < C.L L.,M1 :s�F i-�,. �.. .+i• f. - { 5. ". `.y a. r{ . ..S• w ! :,i t /'s .w} ';.,s .}d l / 7 (•+..S . t �F 1' TY ✓.(4 ..,,•♦.},.� .. .�.�.. ���:�!•. •. •\. :ti.-tt L•C' `:,1 i ••..f.� !. a ItA �:�. X' Af:.•'�'i ..�:.^• %.6 .�•4 r14 � f.. 'tw .�'• J r-r••Z .•.i T�<� reY: v. 1. ,� A-' 12,-5. 10{ 3, 50,-6" In 2X6 STUDS ® 16" O.C. FASTEN TO DBL TOP PLATE W/ SIMPSON SP2 RATED 1065# UPLIFT OR EQUIV, FASTEN 2X4 STUDS TO PT BASE PLATE W/ SIMPSON SP1 RATED 585# UPLIFT FL#10456 FASTEN 1/2" COX OR OSB WALL SHEATHING WITH 8d COMMON NAILS " 0 IN FIELD FASTEN DOUBLE KING STUD TO 2X6 PT BO OM PLATE WITH SIMPSON HTT5 TENSION TIE RATED 4350# UPLIFT FRONT ELEVA TION ATTACH RS SPECS TYPICAL ATREACH ppEM N� 6 AT EDGES AND 8 C. ��et��e�irrri� APPLY TYVEK OR EQUAL HOUSE WRAP PER MFGRS SPECIFICATIONS .\`� � ELTO/V MIN R-15 INSULATION (IF REQUIRED) �`�,'°``. °\ E'• • s �'% _ No. 5 608 STA NAL �}HII111M�vQ D.W.SMITH,M.S.,P.E.#53608 FLORIDA PR❑FESSI❑NAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLAST❑N DRIVE-DADE CITY,FL❑RIDA 33525 PHONEi(CELL)813-469-2289 E-MAILi dwsf1p0earthlink.net MASTER MECHANICS 5715 GALL BLVD ZEPHYRHILLS, FLORIDA WALL SECTIONS SHEET OF 4OF5 I hereby certify that I have reviewed this plan and found it to be in compliance with ASCE 7-22 and the Florida Building Code 2023 8th Edition David W. Smith, RE, #53608 RICK GOLLRARDT - DRAFTSMAN PHONE:(CELL)813-781-3651 E-MAID rgot(hardtlitaM 1/4"=1'-0„ DESIGN/DRAWN rr. coM R. GOLLHARDT DATE JOB NO, 15 JAN 2025 CHECKED 2024-1219 D.W.S.PE LIGHTING 1 _= N®. 53608 I hereby certify that I have reviewed this plan and f ound it to be in compliance with ASCE 7-22 and the Florida Building Code 2023 8th Edition David W, Smith, P.E. #53608 1WO 10-AlVA 1,Q I 0